CHAPTER I FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION
SUBCHAPTER A GENERAL MANAGEMENT AND ADMINISTRATION
PART 1 GENERAL
Authority: 23 U.S.C. 315; 49 CFR 1.48(b).
Source: 25 FR 4162, May 11, 1960, unless otherwise noted.
§ 1.1 Purpose.
The purpose of the regulations in this part is to implement and carry out the provisions of Federal law relating to the administration of Federal aid for highways.
§ 1.2 Definitions.
(a) Terms defined in 23 U.S.C. 101(a), shall have the same meaning where used in the regulations in this part, except as modified herein.
(b) The following terms where used in the regulations in this part shall have the following meaning:
Administrator. The Federal Highway Administrator.
Advertising policy. The national policy relating to the regulation of outdoor advertising declared in title 23 U.S.C. 131.
Advertising standards. The “National Standards for Regulation by States of Outdoor Advertising Signs, Displays and Devices Adjacent to the National System of Interstate and Defense Highways” promulgated by the Secretary (part 20 of this chapter).
Federal laws. The provisions of title 23 U.S.C., and all other Federal laws, heretofore or hereafter enacted, relating to Federal aid for highways.
Latest available Federal census. The latest available Federal decennial census, except for the establishment of urban area.
Project. An undertaking by a State highway department for highway construction, including preliminary engineering, acquisition of rights-of-way and actual construction, or for highway planning and research, or for any other work or activity to carry out the provisions of the Federal laws for the administration of Federal aid for highways.
Secondary road plan. A plan for administration of Federal aid for highways on the Federal-aid secondary highway system pursuant to 23 U.S.C. 117.
Secretary. The Secretary of Transportation.
State. Any State of the United States, the District of Columbia and Puerto Rico.
Urban area. An area including and adjacent to a municipality or other urban place having a population of five thousand or more, as determined by the latest available published official Federal census, decennial or special, within boundaries to be fixed by a State highway department, subject to the approval of the Administrator.
[25 FR 4162, May 11, 1960, as amended at 35 FR 18719, Dec. 10, 1970]
§ 1.3 Federal-State cooperation; authority of State highway departments.
The Administrator shall cooperate with the States, through their respective State highway departments, in the construction of Federal-aid highways. Each State highway department, maintained in conformity with 23 U.S.C. 302, shall be authorized, by the laws of the State, to make final decisions for the State in all matters relating to, and to enter into, on behalf of the State, all contracts and agreements for projects and to take such other actions on behalf of the State as may be necessary to comply with the Federal laws and the regulations in this part.
§ 1.5 Information furnished by State highway departments.
At the request of the Administrator the State highway department shall furnish to him such information as the Administrator shall deem desirable in administering the Federal-aid highway program.
§ 1.7 Urban area boundaries.
Boundaries of an urban area shall be submitted by the State highway department and be approved by the Administrator prior to the inclusion in a program of any project wholly or partly in such area involving funds authorized for and limited to urban areas.
§ 1.8 [Reserved]
§ 1.9 Limitation on Federal participation.
(a) Federal-aid funds shall not participate in any cost which is not incurred in conformity with applicable Federal and State law, the regulations in this title, and policies and procedures prescribed by the Administrator. Federal funds shall not be paid on account of any cost incurred prior to authorization by the Administrator to the State highway department to proceed with the project or part thereof involving such cost.
(b) Notwithstanding the provisions of paragraph (a) of this section the Administrator may, upon the request of a State highway department, approve the participation of Federal-aid funds in a previously incurred cost if he finds:
(1) That his approval will not adversely affect the public,
(2) That the State highway department has acted in good faith, and that there has been no willful violation of Federal requirements,
(3) That there has been substantial compliance with all other requirements prescribed by the Administrator, and full compliance with requirements mandated by Federal statute,
(4) That the cost to the United States will not be in excess of the cost which it would have incurred had there been full compliance, and
(5) That the quality of work undertaken has not been impaired.
(c) Any request submitted under paragraph (b) of this section shall be accompanied by a detailed description of the relevant circumstances and facts, and shall explain the necessity for incurring the costs in question.
[38 FR 18368, July 10, 1973]
§ 1.11 Engineering services.
(a) Federal participation. Costs of engineering services performed by the State highway department or any instrumentality or entity referred to in paragraph (b) of this section may be eligible for Federal participation only to the extent that such costs are directly attributable and properly allocable to specific projects.
(b) Governmental engineering organizations. The State highway department may utilize, under its supervision, the services of well-qualified and suitably equipped engineering organizations of other governmental instrumentalities for making surveys, preparing plans, specifications and estimates, and for supervising the construction of any project.
(c) Railroad and utility engineering organizations. The State highway department may utilize, under its supervision, the services of well-qualified and suitably equipped engineering organizations of the affected railroad companies for railway-highway crossing projects and of the affected utility companies for projects involving utility installations.
(d) [Reserved]
(e) Responsibility of the State highway department. The State highway department is not relieved of its responsibilities under Federal law and the regulations in this part in the event it utilizes the services of any engineering organization under paragraphs (b), (c) or (d) of this section.
[25 FR 4162, May 11, 1960, as amended at 53 FR 18276, May 23, 1988; 57 FR 60728, Dec. 22, 1992; 66 FR 58666, Nov. 23, 2001]
§ 1.23 Rights-of-way.
(a) Interest to be acquired. The State shall acquire rights-of-way of such nature and extent as are adequate for the construction, operation and maintenance of a project.
(b) Use for highway purposes. Except as provided under paragraph (c) of this section, all real property, including air space, within the right-of-way boundaries of a project shall be devoted exclusively to public highway purposes. No project shall be accepted as complete until this requirement has been satisfied. The State highway department shall be responsible for preserving such right-of-way free of all public and private installations, facilities or encroachments, except (1) those approved under paragraph (c) of this section; (2) those which the Administrator approves as constituting a part of a highway or as necessary for its operation, use or maintenance for public highway purposes and (3) informational sites established and maintained in accordance with § 1.35 of the regulations in this part.
(c) Other use or occupancy. Subject to 23 U.S.C. 111, the temporary or permanent occupancy or use of right-of-way, including air space, for nonhighway purposes and the reservation of subsurface mineral rights within the boundaries of the rights-of-way of Federal-aid highways, may be approved by the Administrator, if he determines that such occupancy, use or reservation is in the public interest and will not impair the highway or interfere with the free and safe flow of traffic thereon.
§ 1.27 Maintenance.
The responsibility imposed upon the State highway department, pursuant to 23 U.S.C. 116, for the maintenance of projects shall be carried out in accordance with policies and procedures issued by the Administrator. The State highway department may provide for such maintenance by formal agreement with any adequately equipped county, municipality or other governmental instrumentality, but such an agreement shall not relieve the State highway department of its responsibility for such maintenance.
§ 1.28 [Reserved]
§ 1.32 Issuance of directives.
(a) The Administrator shall promulgate and require the observance of policies and procedures, and may take other action as he deems appropriate or necessary for carrying out the provisions and purposes of Federal laws, the policies of the Federal Highway Administration, and the regulations of this part.
(b) The Administrator or his delegated representative, as appropriate, is authorized to issue the following type of directives:
(1) Federal Highway Administration Regulations are issued by the Administrator or his delegate, as necessary, to implement and carry out the provisions of title 23 U.S.C., relating to the administration of Federal aid for highways, direct Federal programs and State and community safety programs; and title 49 U.S.C., relating to motor carrier safety; and other applicable laws and programs under his jurisdiction.
(2) Notices are temporary issuances transmitting one-time or short-term instructions or information which is expected to remain in effect for less than 90 days or for a predetermined period of time normally not to exceed one year.
(3) Orders are directives limited in volume and contain permanent or longlasting policy, instructions, and procedures. FHWA Orders are to be used primarily as internal FHWA directives.
(4) Joint Interagency Orders and Notices are used by FHWA and the National Highway Traffic Safety Administration (NHTSA) to issue joint policies, procedures, and information pertaining to the joint administration of the State and Community Highway Safety Program. Where necessary, other joint directives may be issued with other modal administrations within the Department of Transportation.
(5) Manuals are generally designed for use in issuing permanent or long-lasting detailed policy and procedure. Some of the major manuals recognized by the FHWA Directives System follow:
(i) The Federal-Aid Highway Program Manual has been established to assemble and organize program material of the type previously contained in the Policy and Procedure and Instructional Memoranda which will continue in effect until specifically revoked or published in the new manual. Regulatory material is printed in italics in the manual and also appears in this code. Nonregulatory material is printed in delegate type.
(ii) The Administrative Manual covers all internal FHWA administrative support functions.
(iii) The Highway Planning Program Manual covers the methods and procedures necessary to conduct the highway planning functions.
(iv) The Research and Development Manual series entitled, “The Federally Coordinated Program of Research and Development in Highway Transportation” describes the FHWA research and development program.
(v) The External Audit Manual provides guidance to FHWA auditors in their review of State programs and processes.
(vi) The Civil Rights and Equal Opportunity Manual provides guidance to FHWA and State Civil Rights and Equal Employment Opportunity Officers.
(vii) The BMCS Operations Manual provides program guidance for all field employees assigned to the motor carrier safety program.
(viii) The Highway Safety Program Manual, issued jointly by FHWA and NHTSA, contains volumes relating to the joint administration of the program.
(6) Handbooks are internal operating instructions published in book form where, because of the program area covered, it is desirable to provide greater detail of administrative and technical instructions.
(7) Transmittals identify and explain the original issuance or page change, provide background information, and provide filing instructions for insertion of new pages and removal of changed pages, or both.
(49 U.S.C. 1655)
[39 FR 1512, Jan. 10, 1974]
§ 1.33 Conflicts of interest.
No official or employee of a State or any other governmental instrumentality who is authorized in his official capacity to negotiate, make, accept or approve, or to take part in negotiating, making, accepting or approving any contract or subcontract in connection with a project shall have, directly or indirectly, any financial or other personal interest in any such contract or subcontract. No engineer, attorney, appraiser, inspector or other person performing services for a State or a governmental instrumentality in connection with a project shall have, directly or indirectly, a financial or other personal interest, other than his employment or retention by a State or other governmental instrumentality, in any contract or subcontract in connection with such project. No officer or employee of such person retained by a State or other governmental instrumentality shall have, directly or indirectly, any financial or other personal interest in any real property acquired for a project unless such interest is openly disclosed upon the public records of the State highway department and of such other governmental instrumentality, and such officer, employee or person has not participated in such acquisition for and in behalf of the State. It shall be the responsibility of the State to enforce the requirements of this section.
§ 1.35 Bonus program.
(a) Any agreement entered into by a State pursuant to the provisions of section 12 of the Federal-Aid Highway Act of 1958, Pub. L. 85-381, 72 Stat. 95, as amended, shall provide for the control or regulation of outdoor advertising, consistent with the advertising policy and standards promulgated by the Administrator, in areas adjacent to the entire mileage of the Interstate System within that State, except such segments as may be excluded from the application of such policy and standards by section 12.
(b) Any such agreement for the control of advertising may provide for establishing publicly owned informational sites, whether publicly or privately operated, within the limits of or adjacent to the right-of-way of the Interstate System on condition that no such site shall be established or maintained except at locations and in accordance with plans, in furtherance of the advertising policy and standards, submitted to and approved by the Administrator.
(c) No advertising right in the acquisition of which Federal funds participated shall be disposed of without the prior approval of the Administrator.
[39 FR 28628, Aug. 9, 1974]
§ 1.36 Compliance with Federal laws and regulations.
If the Administrator determines that a State has violated or failed to comply with the Federal laws or the regulations in this part with respect to a project, he may withhold payment to the State of Federal funds on account of such project, withhold approval of further projects in the State, and take such other action that he deems appropriate under the circumstances, until compliance or remedial action has been accomplished by the State to the satisfaction of the Administrator.
SUBCHAPTER B PAYMENT PROCEDURES
PART 140 REIMBURSEMENT
Authority: 23 U.S.C. 101(e), 106, 109(e), 114(a), 120(g), 121, 122, 130, and 315; and 49 CFR 1.48(b).
A Subparts A-D [Reserved]
Subpart E Administrative Settlement Costs—Contract Claims
Source: 44 FR 59233, Oct. 15, 1979, unless otherwise noted.
§ 140.501 Purpose.
This regulation establishes the criteria for eligibility for reimbursement of administrative settlement costs in defense of contract claims on projects performed by a State under Federal-aid procedures.
§ 140.503 Definition.
Administrative settlement costs are costs related to the defense and settlement of contract claims including, but not limited to, salaries of a contracting officer or his/her authorized representative, attorneys, and/or members of State boards of arbitration, appeals boards, or similar tribunals, which are allocable to the findings and determinations of contract claims, but not including administrative or overhead costs.
§ 140.505 Reimbursable costs.
(a) Federal funds may participate in administrative settlement costs which are:
(1) Incurred after notice of claim,
(2) Properly supported,
(3) Directly allocable to a specific Federal-aid or Federal project,
(4) For employment of special counsel for review and defense of contract claims, when
(i) Recommended by the State Attorney General or State Highway Agency (SHA) legal counsel and
(ii) Approved in advance by the FHWA Division Administrator, with advice of FHWA Regional Counsel, and
(5) For travel and transportation expenses, if in accord with established policy and practices.
(b) No reimbursement shall be made if it is determined by FHWA that there was negligence or wrongdoing of any kind by SHA officials with respect to the claim.
Subpart F Reimbursement for Bond Issue Projects
Source: 48 FR 54971, Dec. 8, 1983, unless otherwise noted.
§ 140.601 Purpose.
To prescribe policies and procedures for the use of Federal funds by State highway agencies (SHAs) to aid in the retirement of the principal and interest of bonds, pursuant to 23 U.S.C. 122 and the payment of interest on bonds of eligible Interstate projects.
§ 140.602 Requirements and conditions.
(a) An SHA that uses the proceeds of bonds issued by the State, a county, city or other political subdivision of the State, for the construction of projects on the Federal-aid primary or Interstate system, or extensions of any of the Federal-aid highway systems in urban areas, or for substitute highway projects approved under 23 U.S.C. 103(e)(4), may claim payment of any portion of such sums apportioned to it for expenditures on such system to aid in the retirement of the principal of bonds at their maturities, to the extent that the proceeds of bonds have actually been expended in the construction of projects.
(b) Any interest earned and payable on bonds, the proceeds of which were expended on Interstate projects after November 6, 1978, is an eligible cost of construction. The amount of interest eligible for participation will be based on (1) the date the proceeds were expended on the project, (2) amount expended, and (3) the date of conversion to a regularly funded project. As provided for in section 115(c), Pub. L. 95-599, November 6, 1978, interest on bonds issued in any fiscal year by a State after November 6, 1978, may be paid under the authority of 23 U.S.C. 122 only if such SHA was eligible to obligate Interstate Discretionary funds under the provisions of 23 U.S.C. 118(b) during such fiscal year, and the Administrator certifies that such eligible SHA has utilized, or will utilize to the fullest extent possible during such fiscal year, its authority to obligate funds under 23 U.S.C. 118(b).
(c) The Federal share payable at the time of conversion, as provided for in § 140.610 shall be the legal pro rata in effect at the time of execution of the project agreement for the bond issue project.
(d) The authorization of a bond issue project does not constitute a commitment of Federal funds until the project is converted to a regular Federal-aid project as provided for in § 140.610.
(e) Reimbursements for the redemption of bonds may not precede, by more than 60 days, the scheduled date of the retirement of the bonds.
(f) Federal funds are not eligible for payment into sinking funds created and maintained for the subsequent retirement of bonds.
§ 140.603 Programs.
Programs covering projects to be financed from the proceeds of bonds shall be prepared and submitted to FHWA. Project designations shall be the same as for regular Federal-aid projects except that the prefix letter “B” for bond issue shall be used as the first letter of each project designation, e.g., “BI” for Bond Issue Projects—Interstate.
§ 140.604 Reimbursable schedule.
Projects to be financed from other than Interstate funds shall be subject to a 36-month reimbursable schedule upon conversion to regular Federal-aid financing (See appendix). FHWA will consider requests for waiver of this provision at the time of conversion action. Waivers are subject to the availability of liquidating cash.
§ 140.605 Approval actions.
(a) Authorization to proceed with preliminary engineering and acquisition of rights-of-way shall be issued in the same manner as for regularly financed Federal-aid projects.
(b) Authorization of physical construction shall be given in the same manner as for regularly financed Federal-aid projects. The total cost and Federal funds required, including interest, shall be indicated in the plans, specifications, and estimates.
(c) Projects subject to the reimbursable schedule shall be identified as an “E” project when the SHA is authorized to proceed with all or any phase of the work.
(d) Concurrence in the award of contracts shall be given.
§ 140.606 Project agreements.
Project Agreements, Form PR-2, shall be prepared and executed. Agreement provision 8 on the reverse side of Form PR-2 1 shall apply for bond issue projects.
1 The text of FHWA Form PR-2 is found in 23 CFR part 630, subpart C, appendix A.
§ 140.607 Construction.
Construction shall be supervised by the SHA in the same manner as for regularly financed Federal-aid projects. The FHWA will make construction inspections and reports.
§ 140.608 Reimbursable bond interest costs of Interstate projects.
(a) Bond interest earned on bonds actually retired may be reimbursed on the Federal pro rata basis applicable to such projects in accordance with § 140.602(b) and (c).
(b) No interest will be reimbursed for bonds issued after November 6, 1978, used to retire or otherwise refinance bonds issued prior to that date.
§ 140.609 Progress and final vouchers.
(a) Progress vouchers may be submitted for the Federal share of bonds retired or about to be retired, including eligible interest on Interstate Bond Issue Projects, the proceeds of which have actually been expended for the construction of the project.
(b) Upon completion of a bond issue project, a final voucher shall be submitted by the SHA. After final review, the SHA will be advised as to the total cost and Federal fund participation for the project.
§ 140.610 Conversion from bond issue to funded project status.
(a) At such time as the SHA elects to apply available apportioned Federal-aid funds to the retirement of bonds, including eligible interest earned and payable on Interstate Bond Projects, subject to available obligational authority, its claim shall be supported by appropriate certifications as follows:
I hereby certify that the following bonds, (list), the proceeds of which have been actually expended in the construction of bond issue projects authorized by title 23 U.S.C., section 122, (1) have been retired on ______, or (2) mature and are scheduled for retirement on ______, which is ____ days in advance of the maturity date of ______.
Eligible interest claimed on Interstate Bond Projects shall be shown for each bond and the certification shall include the statement:
I also certify that interest earned and paid or payable for each bond listed has been determined from the date on and after which the respective bond proceeds were actually expended on the project.
(b) The SHA's request for full conversion of a completed projects), or partial conversion of an active or completed project(s), may be made by letter, inclusive of the appropriate certification as described in § 140.610(a) making reference to any progress payments received or the final voucher(s) previously submitted and approved in accordance with § 140.609.
(c) Approval of the conversion action shall be by the Division Administrator.
(d) The SHA's request for partial conversion of an active or completed bond issue project shall provide for: (1) Conversion to funded project status of the portion to be financed out of the balance of currently available apportioned funds, and (2) retention of the unfunded portion of the project in the bond program.
(e) Where the SHA's request involves the partial conversion of a completed bond issue project, payment of the Federal funds made available under the conversion action shall be accomplished through use of Form PR-20, Voucher for Work Performed under Provisions of the Federal-aid and Federal Highway Acts, prepared in the division office and appropriately cross-referenced to the Bond Issue Project final voucher previously submitted and approved. The final voucher will be reduced by the amount of the approved reimbursement.
§ 140.611 Determination of bond retirement.
Division Administrators shall be responsible for the prompt review of the SHA's records to determine that bonds issued to finance the projects and for which reimbursement has been made, including eligible bond interest expense, have been retired pursuant to the State's certification required by § 140.610(a), and that such action is documented in the project file.
§ 140.612 Cash management.
By July 1 of each year the SHA will provide FHWA with a schedule, including the anticipated claims for reimbursement, of bond projects to be converted during the next two fiscal years. The data will be used by FHWA in determining liquidating cash required to finance such conversions.
Appendix to Subpart F of Part 140 Reimbursable Schedule for Converted “E” (Bond Issue) Projects (other than Interstate Projects)
Time in months following conversion from “E” (bond issue) project to regular project | Cumulative amount reimbursable (percent of Federal funds obligated)
1 | 1
2 | 2
3 | 5
4 | 9
5 | 13
6 | 18
7 | 23
8 | 29
9 | 34
10 | 39
11 | 44
12 | 49
13 | 54
14 | 58
15 | 61
16 | 64
17 | 67
18 | 70
19 | 73
20 | 75
21 | 77
22 | 79
23 | 81
24 | 83
25 | 85
26 | 87
27 | 89
28 | 91
29 | 93
30 | 94
31 | 95
32 | 96
34 | 97
35 | 99
36 | 100
G Subpart G [Reserved]
Subpart H State Highway Agency Audit Expense
Source: 49 FR 45578, Nov. 19, 1984, unless otherwise noted.
§ 140.801 Purpose.
To establish the reimbursement criteria for Federal participation in project related audit expenses.
§ 140.803 Policy.
Project related audits performed in accordance with generally accepted auditing standards (as modified by the Comptroller General of the United States) and applicable Federal laws and regulations are eligible for Federal participation. The State highway agency (SHA) may use other State, local public agency, and Federal audit organizations as well as licensed or certified public accounting firms to augment its audit force.
§ 140.805 Definitions.
(a) Project related audits. Audits which directly benefit Federal-aid highway projects. Audits performed in accordance with the requirements of 23 CFR part 12, audits of third party contract costs, and other audits providing assurance that a recipient has complied with FHWA regulations are all considered project related audits. Audits benefiting only nonfederal projects, those performed for SHA management use only, or those serving similar nonfederal purposes are not considered project related.
(b) Third party contract costs. Project related costs incurred by railroads, utilities, consultants, governmental instrumentalities, universities, nonprofit organizations, construction contractors (force account work), and organizations engaged in right-of-way studies, planning, research, or related activities where the terms of a proposal or contract (including lump sum) necessitate an audit. Construction contracts (except force account work) are not included in this group.
§ 140.807 Reimbursable costs.
(a) Federal funds may be used to reimburse an SHA for the following types of project related audit costs:
(1) Salaries, wages, and related costs paid to public employees in accordance with subpart G of this part,
(2) Payments by the SHA to any Federal, State, or local public agency audit organization, and
(3) Payments by the SHA to licensed or certified public accounting firms.
(b) Audit costs incurred by an SHA shall be equitably distributed to all benefiting parties. The portion of these costs allocated to the Federal-Aid Highway Program which are not directly related to a specific project or projects shall be equitably distributed, as a minimum, to the major FHWA funding categories in that State.
Subpart I Reimbursement for Railroad Work
Source: 40 FR 16057, Apr. 9, 1975, unless otherwise noted.
§ 140.900 Purpose.
The purpose of this subpart is to prescribe policies and procedures on reimbursement to the States for railroad work done on projects undertaken pursuant to the provisions of 23 CFR part 646, subpart B.
§ 140.902 Applicability.
This subpart, and all references hereinafter made to “projects,” applies to Federal-aid projects involving railroad facilities, including projects for the elimination of hazards of railroad-highway crossings, and other projects which use railroad properties or which involve adjustments required by highway construction to either railroad facilities or facilities that are jointly owned or used by railroad and utility companies.
§ 140.904 Reimbursement basis.
(a) General. On projects involving the elimination of hazards of railroad-highway crossings, and on other projects where a railroad company is not obligated to move or to change its facilities at its own expense, reimbursement will be made for the costs incurred by the State in making changes to railroad facilities as required in connection with a Federal-aid highway project, in accordance with the provisions of this subpart.
(b) Eligibility. To be eligible, the costs must be:
(1) For work which is included in an approved statewide transportation improvement program.
(2) Incurred subsequent to the date of authorization by the Federal Highway Administration (FHWA),
(3) Incurred in accordance with the provisions of 23 CFR, part 646, subpart B, and
(4) Properly attributable to the project.
[40 FR 16057, Apr. 9, 1975, as amended at 53 FR 18276, May 23, 1988; 62 FR 45328, Aug. 27, 1997]
§ 140.906 Labor costs.
(a) General. (1) Salaries and wages, at actual or average rates, and related expenses paid by a company to individuals, for the time they are working on the project, are reimbursable when supported by adequate records. This shall include labor costs associated with preliminary engineering, construction engineering, right-of-way, and force account construction.
(2) Salaries and expenses paid to individuals who are normally part of the overhead organization of the company may be reimbursed for the time they are working directly on the project, such as for accounting and bill preparation, when supported by adequate records and when the work performed by such individuals is essential to the project and could not have been accomplished as economically by employees outside the overhead organization.
(3) Amounts paid to engineers, architects and others for services directly related to projects may be reimbursed.
(b) Labor surcharges. (1) Labor surcharges include worker compensation insurance, public liability and property damage insurance, and such fringe benefits as the company has established for the benefit of its employees. The cost of labor surcharges will be reimbursed at actual cost to the company or a company may, at its option, use an additive rate or other similar technique in lieu of actual costs provided that (i) the rate is based on historical cost data of the company, (ii) such rate is representative of actual costs incurred, (iii) the rate is adjusted at least annually taking into consideration known anticipated changes and correcting for any over or under applied costs for the preceding period, and (iv) the rate is approved by the SHA and FHWA.
(2) Where the company is a self-insurer there may be reimbursement:
(i) At experience rates properly developed from actual costs, not to exceed the rates of a regular insurance company for the class of employment covered, or
(ii) At the option of the company, a fixed rate of 8 percent of direct labor costs for worker compensation and public liability and property damage insurance together.
[40 FR 16057, Apr. 9, 1975, as amended at 47 FR 33955, Aug. 5, 1982; 56 FR 56578, Nov. 6, 1991]
§ 140.907 Overhead and indirect construction costs.
(a) A State may elect to reimburse the railroad company for its overhead and indirect construction costs.
(b) The FHWA will participate in these costs provided that:
(1) The costs are distributed to all applicable work orders and other functions on an equitable and uniform basis in accordance with generally accepted accounting principles;
(2) The costs included in the distribution are limited to costs actually incurred by the railroad;
(3) The costs are eligible in accordance with the Federal Acquisition Regulation (48 CFR), part 31, Contract Cost Principles and Procedures, relating to contracts with commercial organizations;
(4) The costs are considered reasonable;
(5) Records are readily available at a single location which adequately support the costs included in the distribution, the method used for distributing the costs, and the basis for determining additive rates;
(6) The rates are adjusted at least annually taking into consideration any overrecovery or underrecovery of costs; and
(7) The railroad maintains written procedures which assure proper control and distribution of the overhead and indirect construction costs.
[53 FR 18276, May 23, 1988]
§ 140.908 Materials and supplies.
(a) Procurement. Materials and supplies, if available, are to be furnished from company stock, except they may be obtained from other sources near the project site when available at less cost. Where not available from company stock, they may be purchased either under competitive bids or existing continuing contracts, under which the lowest available prices are developed. Minor quantities and proprietary products are excluded from these requirements. The company shall not be required to change its existing standards for materials used in permanent changes to its facilities.
(b) Costs. (1) Materials and supplies furnished from company stock shall be billed at current stock price of such new or used material at time of issue.
(2) Materials and supplies not furnished from company stock shall be billed at actual costs to the company delivered to the point of entry on the railroad company's line nearest the source of procurement.
(3) A reasonable cost of plant inspection and testing may be included in the costs of materials and supplies where such expense has been incurred. The computation of actual costs of materials and supplies shall include the deduction of all offered discounts, rebates and allowances.
(c) Materials recovered. (1) Materials recovered from temporary use and accepted for reuse by the company shall be credited to the project at prices charged to the job, less a consideration for loss in service life at 10 percent for rails, angle bars, tie plates and metal turnout materials and 15 percent for all other materials. Materials recovered from the permanent facility of the company that are accepted by the company for return to stock shall be credited to the project at current stock prices of such used material.
(2) Materials recovered and not accepted for reuse by the company, if determined to have a net sale value, shall be sold by the State or railroad following an opportunity for State inspection and appropriate solicitation for bids, to the highest bidder; or if the company practices a system of periodic disposal by sale, credit to the project shall be at the going prices supported by the records of the company. Where applicable, credit for materials recovered from the permanent facility in length or quantities in excess of that being placed should be reduced to reflect any increased cost of railroad operation resulting from the adjustment.
(d) Removal costs. Federal participation in the costs of removing, salvaging, transporting, and handling recovered materials will be limited to the value of materials recovered, except where FHWA approves additional measures for restoration of affected areas as required by the physical construction or by reason of safety or aesthetics.
(e) Handling costs. The actual and direct costs of handling and loading out of materials and supplies at and from company stores or material yards and of unloading and handling of recovered materials accepted by the company at its stores or material yards, are reimbursable. At the option of the company, 5 percent of the amounts billed for the materials and supplies which are issued from company stores and material yards will be reimbursable in lieu of actual costs.
(f) Credit losses. On projects where a company actually suffers loss by application of credits, the company shall have the opportunity of submitting a detailed statement of such loss as a basis for further adjustment.
§ 140.910 Equipment.
(a) Company owned equipment. Cost of company-owned equipment may be reimbursed for the average or actual cost of operation, light and running repairs, and depreciation, or at industry rates representative of actual costs as agreed to by the railroad, SHA, and FHWA. Reimbursement for company-owned vehicles may be made at average or actual costs or at rates of recorded use per mile which are representative of actual costs and agreed to by the company, SHA, and FHWA.
(b) Other equipment. Where company owned equipment is not available, reimbursement will be limited to the amount of rental paid (1) to the lowest qualified bidder, (2) under existing continuing contracts at reasonable cost, or (3) as an exception, by negotiation where (b) (1) and (2) are impractical due to project location or schedule.
[40 FR 16057, Apr. 9, 1975, as amended at 47 FR 33955, Aug. 5, 1982]
§ 140.912 Transportation.
(a) Employees. The company's cost of necessary employee transportation and subsistence directly attributable to the project, which is consistent with overall policy of the company, is reimbursable.
(b) Materials, supplies, and equipment. The most economical movement of materials, supplies and equipment to the project and necessary return to storage, including the associated costs of loading and unloading equipment, is reimbursable. Transportation by a railroad company over its own lines in a revenue train is reimbursable at average or actual costs, at rates which are representative of actual costs, or at rates which the company charges its customers for similar shipments provided the rate structure is documented and available to the public. These rates are to be agreed to by the company, SHA, and FHWA. No charge will be made for transportation by work train other than the operating expenses of the work train. When it is more practicable or more economical to move equipment on its own wheels, reimbursement may be made at average or actual costs or at rates which are representative of actual costs and are agreed to by the railroad, SHA, and FHWA.
[40 FR 16057, Apr. 9, 1975, as amended at 47 FR 33955, Aug. 5, 1982]
§ 140.914 Credits for improvements.
(a) Credit shall be made to the project for additions or improvements which provide for higher quality or increased service capability of the operating facility and which are provided solely for the benefit of the company.
(b) Where buildings and other depreciable structures of a company which are integral to operation of rail traffic must be replaced, credit shall be made to the project as set forth in 23 CFR 646.216(c)(2).
(c) No credit is required for additions or improvements which are:
(1) Necessitated by the requirements of the highway project.
(2) Replacements which, although not identical, are of equivalent standard.
(3) Replacements of devices or materials no longer regularly manufactured and the next highest grade or size is used.
(4) Required by governmental and appropriate regulatory commission requirements.
§ 140.916 Protection.
The cost of essential protective services which, in the opinion of a railroad company, are required to ensure safety to railroad operations during certain periods of the construction of a project, is reimbursable provided an item for such services is incorporated in the State-railroad agreement or in a work order issued by the State and approved by FHWA.
§ 140.918 Maintenance and extended construction.
The cost of maintenance and extended construction is reimbursable to the extent provided for in 23 CFR 646.216(f)(4), and where included in the State-Railroad Agreement or otherwise approved by the State and FHWA.
§ 140.920 Lump sum payments.
Where approved by FHWA, pursuant to 23 CFR 646.216(d)(3), reimbursement may be made as a lump sum payment, in lieu of actual costs.
§ 140.922 Billings.
(a) After the executed State-Railroad Agreement has been approved by FHWA, the company may be reimbursed on progress billings of incurred costs. Costs for materials stockpiled at the project site or specifically purchased and delivered to the company for use on the project may be reimbursed on progress billings following approval of the executed State-Railroad Agreement or the written agreement under 23 CFR 646.218(c).
(b) The company shall provide one final and complete billing of all incurred costs, or of the agreed-to lump sum, within one year following completion of the reimbursable railroad work. Otherwise, previous payments to the company may be considered final, except as agreed to between the SHA and the railroad.
(c) All company cost records and accounts relating to the project are subject to audit by representatives of the State and/or the Federal Government for a period of three years from the date final payment has been received by the company.
(d) A railroad company must advise the State promptly of any outstanding obligation of the State's contractor for services furnished by the company such as protective services.
[40 FR 16057, Apr. 9, 1975, as amended at 40 FR 29712, July 15, 1975; 62 FR 45328, Aug. 27, 1997]
PART 172 PROCUREMENT, MANAGEMENT, AND ADMINISTRATION OF ENGINEERING AND DESIGN RELATED SERVICES
Authority: 23 U.S.C. 106, 112, 114(a), 302, 315, and 402; 40 U.S.C. 1101 et seq.; 48 CFR part 31; 49 CFR 1.48(b); and 2 CFR part 200.
Source: 80 FR 29927, May 22, 2015, unless otherwise noted.
§ 172.1 Purpose and applicability.
This part prescribes the requirements for the procurement, management, and administration of engineering and design related services under 23 U.S.C. 112 and as supplemented by the Uniform Administrative Requirements For Federal Awards rule. The Uniform Administrative Requirements, Cost Principles and Audit Requirements For Federal Awards rule (2 CFR part 200) shall apply except where inconsistent with the requirements of this part and other laws and regulations applicable to the Federal-aid highway program (FAHP). The requirements herein apply to federally funded contracts for engineering and design related services for projects subject to the provisions of 23 U.S.C. 112(a) (related to construction) and are issued to ensure that a qualified consultant is obtained through an equitable qualifications-based selection procurement process, that prescribed work is properly accomplished in a timely manner, and at fair and reasonable cost. State transportation agencies (STA) (or other recipients) shall ensure that subrecipients comply with the requirements of this part and the Uniform Administrative Requirements, Cost Principles and Audit Requirements For Federal Awards rule. Federally funded contracts for services not defined as engineering and design related, or for services not in furtherance of a highway construction project or activity subject to the provisions of 23 U.S.C. 112(a), are not subject to the requirements of this part and shall be procured and administered under the requirements of the Uniform Administrative Requirements, Cost Principles and Audit Requirements For Federal Awards rule and procedures applicable to such activities.
§ 172.3 Definitions.
As used in this part:
Audit means a formal examination, in accordance with professional standards, of a consultant's accounting systems, incurred cost records, and other cost presentations to test the reasonableness, allowability, and allocability of costs in accordance with the Federal cost principles (as specified in 48 CFR part 31).
Cognizant agency means any governmental agency that has performed an audit in accordance with generally accepted government auditing standards to test compliance with the requirements of the Federal cost principles (as specified in 48 CFR part 31) and issued an audit report of the consultant's indirect cost rate, or any described agency that has conducted a review of an audit report and related workpapers prepared by a certified public accountant and issued a letter of concurrence with the audited indirect cost rate(s). A cognizant agency may be any of the following:
(1) A Federal agency;
(2) A State transportation agency of the State where the consultant's accounting and financial records are located; or
(3) A State transportation agency to which cognizance for the particular indirect cost rate(s) of a consulting firm has been delegated or transferred in writing by the State transportation agency identified in paragraph (2) of this definition.
Competitive negotiation means qualifications-based selection procurement procedures complying with 40 U.S.C. 1101-1104, commonly referred to as the Brooks Act.
Consultant means the individual or firm providing engineering and design related services as a party to a contract with a recipient or subrecipient of Federal assistance (as defined in 2 CFR 200.86 or 2 CFR 200.93, respectively).
Contract means a written procurement contract or agreement between a contracting agency and consultant reimbursed under a FAHP grant or subgrant and includes any procurement subcontract under a contract.
Contracting agencies means a State transportation agency or a procuring agency of the State acting in conjunction with and at the direction of the State transportation agency, other recipients, and all subrecipients that are responsible for the procurement, management, and administration of engineering and design related services.
Contract modification means an agreement modifying the terms or conditions of an original or existing contract.
Engineering and design related services means:
(1) Program management, construction management, feasibility studies, preliminary engineering, design engineering, surveying, mapping, or architectural related services with respect to a highway construction project subject to 23 U.S.C. 112(a) as defined in 23 U.S.C. 112(b)(2)(A); and
(2) Professional services of an architectural or engineering nature, as defined by State law, which are required to or may logically or justifiably be performed or approved by a person licensed, registered, or certified to provide the services with respect to a highway construction project subject to 23 U.S.C. 112(a) and as defined in 40 U.S.C. 1102(2).
Federal cost principles means the cost principles contained in 48 CFR part 31 of the Federal Acquisition Regulation for determination of allowable costs of commercial, for-profit entities.
Fixed fee means a sum expressed in U.S. dollars established to cover the consultant's profit and other business expenses not allowable or otherwise included as a direct or indirect cost.
Management support role means performing engineering management services or other services acting on the contracting agency's behalf, which are subject to review and oversight by agency officials, such as a program or project administration role typically performed by the contracting agency and necessary to fulfill the duties imposed by title 23 of the United States Code, other Federal and State laws, and applicable regulations.
Noncompetitive means the method of procurement of engineering and design related services when it is not feasible to award the contract using competitive negotiation or small purchase procurement methods.
One-year applicable accounting period means the annual accounting period for which financial statements are regularly prepared by the consultant.
Scope of work means all services, work activities, and actions required of the consultant by the obligations of the contract.
Small purchases means the method of procurement of engineering and design related services where an adequate number of qualified sources are reviewed and the total contract costs do not exceed an established simplified acquisition threshold.
State transportation agency (STA) means that department or agency maintained in conformity with 23 U.S.C. 302 and charged under State law with the responsibility for highway construction (as defined in 23 U.S.C. 101); and that is authorized by the laws of the State to make final decisions in all matters relating to, and to enter into, all contracts and agreements for projects and activities to fulfill the duties imposed by title 23 United States Code, title 23 Code of Federal Regulations, and other applicable Federal laws and regulations.
Subconsultant means the individual or firm contracted by a consultant to provide engineering and design related or other types of services that are part of the services which the consultant is under contract to provide to a recipient (as defined in 23 CFR 200.86) or subrecipient (as defined in 2 CFR 200.93) of Federal assistance.
§ 172.5 Program management and oversight.
(a) STA responsibilities. STAs or other recipients shall develop and sustain organizational capacity and provide the resources necessary for the procurement, management, and administration of engineering and design related consultant services, reimbursed in whole or in part with FAHP funding, as specified in 23 U.S.C. 302(a). Responsibilities shall include the following:
(1) Preparing and maintaining written policies and procedures for the procurement, management, and administration of engineering and design related consultant services in accordance with paragraph (c) of this section;
(2) Establishing a procedure for estimating the level of effort, schedule, and costs of needed consultant services and associated agency staffing and resources for management and oversight in support of project authorization requests submitted to FHWA for approval, as specified in 23 CFR 630.106;
(3) Procuring, managing, and administering engineering and design related consultant services in accordance with applicable Federal and State laws, regulations, and approved policies and procedures, as specified in 23 CFR 1.9(a); and
(4) Administering subawards in accordance with State laws and procedures as specified in 2 CFR part 1201, and the requirements of 23 U.S.C. 106(g)(4), and 2 CFR 200.331. Administering subawards includes providing oversight of the procurement, management, and administration of engineering and design related consultant services by subrecipients to ensure compliance with applicable Federal and State laws and regulations. Nothing in this part shall be taken as relieving the STA (or other recipient) of its responsibility under laws and regulations applicable to the FAHP for the work performed under any consultant agreement or contract entered into by a subrecipient.
(b) Subrecipient responsibilities. Subrecipients shall develop and sustain organizational capacity and provide the resources necessary for the procurement, management, and administration of engineering and design related consultant services, reimbursed in whole or in part with FAHP funding as specified in 23 U.S.C. 106(g)(4)(A). Responsibilities shall include the following:
(1) Adopting written policies and procedures prescribed by the awarding STA or other recipient for the procurement, management, and administration of engineering and design related consultant services in accordance with applicable Federal and State laws and regulations; or when not prescribed, shall include:
(i) Preparing and maintaining its own written policies and procedures in accordance with paragraph (c) of this section; or
(ii) Submitting documentation associated with each procurement and subsequent contract to the awarding STA or other grantee for review to assess compliance with applicable Federal and State laws, regulations, and the requirements of this part;
(2) Procuring, managing, and administering engineering and design related consultant services in accordance with applicable Federal and State laws, regulations, and approved policies and procedures, as specified in 23 CFR 1.9(a).
(c) Written policies and procedures. The contracting agency shall prepare and maintain written policies and procedures for the procurement, management, and administration of engineering and design related consultant services. The FHWA shall approve the written policies and procedures, including all revisions to such policies and procedures, of the STA or recipient to assess compliance with applicable requirements. The STA or other recipient shall approve the written policies and procedures, including all revisions to such policies and procedures, of a subrecipient to assess compliance with applicable requirements. These policies and procedures shall address, as appropriate for each method of procurement a contracting agency proposes to use, the following items to ensure compliance with Federal and State laws, regulations, and the requirements of this part:
(1) Preparing a scope of work and evaluation factors for the ranking/selection of a consultant;
(2) Soliciting interests, qualifications, or proposals from prospective consultants;
(3) Preventing, identifying, and mitigating conflicts of interest for employees of both the contracting agency and consultants and promptly disclosing in writing any potential conflict to the STA and FHWA, as specified in 2 CFR 200.112 and 23 CFR 1.33, and the requirements of this part.
(4) Verifying suspension and debarment actions and eligibility of consultants, as specified in 2 CFR part 1200 and 2 CFR part 180;
(5) Evaluating interests, qualifications, or proposals and the ranking/selection of a consultant;
(6) Determining, based upon State procedures and the size and complexity of a project, the need for additional discussions following RFP submission and evaluation;
(7) Preparing an independent agency estimate for use in negotiation with the selected consultant;
(8) Selecting appropriate contract type, payment method, and terms and incorporating required contract provisions, assurances, and certifications in accordance with § 172.9;
(9) Negotiating a contract with the selected consultant including instructions for proper disposal of concealed cost proposals of unsuccessful bidders;
(10) Establishing elements of contract costs, accepting indirect cost rate(s) for application to contracts, and assuring consultant compliance with the Federal cost principles in accordance with § 172.11;
(11) Ensuring consultant costs billed are allowable in accordance with the Federal cost principles and consistent with the contract terms as well as the acceptability and progress of the consultant's work;
(12) Monitoring the consultant's work and compliance with the terms, conditions, and specifications of the contract;
(13) Preparing a consultant's performance evaluation when services are completed and using such performance data in future evaluation and ranking of consultant to provide similar services;
(14) Closing-out a contract;
(15) Retaining supporting programmatic and contract records, as specified in 2 CFR 200.333 and the requirements of this part;
(16) Determining the extent to which the consultant, which is responsible for the professional quality, technical accuracy, and coordination of services, may be reasonably liable for costs resulting from errors and omissions in the work furnished under its contract;
(17) Assessing administrative, contractual, or legal remedies in instances where consultants violate or breach contract terms and conditions, and providing for such sanctions and penalties as may be appropriate; and
(18) Resolving disputes in the procurement, management, and administration of engineering and design related consultant services.
(d) A contracting agency may formally adopt, by statute or within approved written policies and procedures as specified in paragraph (c) of this section, any direct Federal Government or other contracting regulation, standard, or procedure provided its application does not conflict with the provisions of 23 U.S.C. 112, the requirements of this part, and other laws and regulations applicable to the FAHP.
(e) Notwithstanding paragraph (d) of this section, a contracting agency shall have a reasonable period of time, not to exceed 12 months from the effective date of this rule unless an extension is granted for unique or extenuating circumstances, to issue or update current written policies and procedures for review and approval in accordance with paragraph (c) of this section and consistent with the requirements of this part.
§ 172.7 Procurement methods and procedures.
(a) Procurement methods. The procurement of engineering and design related services funded by FAHP funds and related to a highway construction project subject to the provisions of 23 U.S.C. 112(a) shall be conducted in accordance with one of three methods: Competitive negotiation (qualifications-based selection) procurement, small purchases procurement for small dollar value contracts, and noncompetitive procurement where specific conditions exist allowing solicitation and negotiation to take place with a single consultant.
(1) Competitive negotiation (qualifications-based selection). Except as provided in paragraphs (a)(2) and (3) of this section, contracting agencies shall use the competitive negotiation method for the procurement of engineering and design related services when FAHP funds are involved in the contract, as specified in 23 U.S.C. 112(b)(2)(A). The solicitation, evaluation, ranking, selection, and negotiation shall comply with the qualifications-based selection procurement procedures for architectural and engineering services codified under 40 U.S.C. 1101-1104, commonly referred to as the Brooks Act. In accordance with the requirements of the Brooks Act, the following procedures shall apply to the competitive negotiation procurement method:
(i) Solicitation. The solicitation process shall be by public announcement, public advertisement, or any other public forum or method that assures qualified in-State and out-of-State consultants are given a fair opportunity to be considered for award of the contract. Procurement procedures may involve a single step process with issuance of a request for proposal (RFP) to all interested consultants or a multiphase process with issuance of a request for statements or letters of interest or qualifications (RFQ) whereby responding consultants are ranked based on qualifications and a RFP is then provided to three or more of the most highly qualified consultants. Minimum qualifications of consultants to perform services under general work categories or areas of expertise may also be assessed through a prequalification process whereby annual statements of qualifications and performance data are encouraged. Regardless of any process utilized for prequalification of consultants or for an initial assessment of a consultant's qualifications under a RFQ, a RFP specific to the project, task, or service is required for evaluation of a consultant's specific technical approach and qualifications.
(ii) Request for proposal (RFP). The RFP shall provide all information and requirements necessary for interested consultants to provide a response to the RFP and compete for the solicited services. The RFP shall:
(A) Provide a clear, accurate, and detailed description of the scope of work, technical requirements, and qualifications of consultants necessary for the services to be rendered. To the extent practicable, the scope of work should detail the purpose and description of the project, services to be performed, deliverables to be provided, estimated schedule for performance of the work, and applicable standards, specifications, and policies;
(B) Identify the requirements for any discussions that may be conducted with three or more of the most highly qualified consultants following submission and evaluation of proposals;
(C) Identify evaluation factors including their relative weight of importance in accordance with paragraph (a)(1)(iii) of this section;
(D) Specify the contract type and method(s) of payment anticipated to contract for the solicited services in accordance with § 172.9;
(E) Identify any special provisions or contract requirements associated with the solicited services;
(F) Require that submission of any requested cost proposals or elements of cost be in a concealed format and separate from technical/qualifications proposals, since these shall not be considered in the evaluation, ranking, and selection phase; and
(G) Provide an estimated schedule for the procurement process and establish a submittal deadline for responses to the RFP that provides sufficient time for interested consultants to receive notice, prepare, and submit a proposal, which except in unusual circumstances shall be not less than 14 calendar days from the date of issuance of the RFP.
(iii) Evaluation factors. (A) Criteria used for evaluation, ranking, and selection of consultants to perform engineering and design related services must assess the demonstrated competence and qualifications for the type of professional services solicited. These qualifications-based factors may include, but are not limited to, technical approach (e.g., project understanding, innovative concepts or alternatives, quality control procedures), work experience, specialized expertise, professional licensure, staff capabilities, workload capacity, and past performance.
(B) Price shall not be used as a factor in the evaluation, ranking, and selection phase. All price or cost related items which include, but are not limited to, cost proposals, direct salaries/wage rates, indirect cost rates, and other direct costs are prohibited from being used as evaluation criteria.
(C) In-State or local preference shall not be used as a factor in the evaluation, ranking, and selection phase. State licensing laws are not preempted by this provision and professional licensure within a jurisdiction may be established as a requirement for the minimum qualifications and competence of a consultant to perform the solicited services.
(D) The following nonqualifications-based evaluation criteria are permitted under the specified conditions and provided the combined total of these criteria do not exceed a nominal value of 10 percent of the total evaluation criteria to maintain the integrity of a qualifications-based selection:
(1) A local presence may be used as a nominal evaluation factor where appropriate. This criteria shall not be based on political or jurisdictional boundaries and may be applied on a project-by-project basis for contracts where a need has been established for a consultant to provide a local presence, a local presence will add value to the quality and efficiency of the project, and application of this criteria leaves an appropriate number of qualified consultants, given the nature and size of the project. If a consultant from outside of the locality area indicates as part of a proposal that it will satisfy the criteria in some manner, such as establishing a local project office, that commitment shall be considered to have satisfied the local presence criteria.
(2) The participation of qualified and certified Disadvantaged Business Enterprise (DBE) subconsultants may be used as a nominal evaluation criterion where appropriate in accordance with 49 CFR part 26 and a contracting agency's FHWA-approved DBE program.
(iv) Evaluation, ranking, and selection. (A) The contracting agency shall evaluate consultant proposals based on the criteria established and published within the public solicitation.
(B) Although the contract will be with the consultant, proposal evaluations shall consider the qualifications of the consultant and any subconsultants identified within the proposal with respect to the scope of work and established criteria.
(C) The contracting agency shall specify in the RFP discussion requirements that shall follow submission and evaluation of proposals and based on the size and complexity of the project or as defined in contracting agency written policies and procedures, as specified in § 172.5(c). Discussions, as required by the RFP, may be written, by telephone, video conference, or by oral presentation/interview and shall be with at least three of the most highly qualified consultants to clarify the technical approach, qualifications, and capabilities provided in response to the RFP.
(D) From the proposal evaluation and any subsequent discussions which may have been conducted, the contracting agency shall rank, in order of preference, at least three consultants determined most highly qualified to perform the solicited services based on the established and published criteria. In instances where only two qualified consultants respond to the solicitation, the contracting agency may proceed with evaluation and selection if it is determined that the solicitation did not contain conditions or requirements that arbitrarily limited competition. Alternatively, a contracting agency may pursue procurement following the noncompetitive method when competition is determined to be inadequate and it is determined to not be feasible or practical to re-compete under a new solicitation as specified in paragraph (a)(3)(iii)(C) of this section.
(E) Notification must be provided to responding consultants of the final ranking of the three most highly qualified consultants.
(F) The contracting agency shall retain supporting documentation of the solicitation, proposal, evaluation, and selection of the consultant in accordance with this section and the provisions of 2 CFR 200.333.
(v) Negotiation. (A) The process for negotiation of the contract shall comply with the requirements codified in 40 U.S.C. 1104(b) for the order of negotiation.
(B) Independent estimate. Prior to receipt or review of the most highly qualified consultant's cost proposal, the contracting agency shall prepare a detailed independent estimate with an appropriate breakdown of the work or labor hours, types or classifications of labor required, other direct costs, and consultant's fixed fee for the defined scope of work. The independent estimate shall serve as the basis for negotiation.
(C) The contracting agency shall establish elements of contract costs (e.g., indirect cost rates, direct salary or wage rates, fixed fee, and other direct costs) separately in accordance with § 172.11. The use of the independent estimate and determination of cost allowance in accordance with § 172.11 shall ensure contracts for the consultant services are obtained at a fair and reasonable cost, as specified in 40 U.S.C. 1104(a).
(D) If concealed cost proposals were submitted in conjunction with technical/qualifications proposals, the contracting agency may consider only the cost proposal of the consultant with which negotiations are initiated. Due to the confidential nature of this data, as specified in 23 U.S.C. 112(b)(2)(E), concealed cost proposals of unsuccessful consultants may be disposed of in accordance with written policies and procedures established under § 172.5(c).
(E) The contracting agency shall retain documentation of negotiation activities and resources used in the analysis of costs to establish elements of the contract in accordance with the provisions of 2 CFR 200.333. This documentation shall include the consultant cost certification and documentation supporting the acceptance of the indirect cost rate to be applied to the contract, as specified in § 172.11(c).
(2) Small purchases. The contracting agency may use the State's small purchase procedures that reflect applicable State laws and regulations for the procurement of engineering and design related services provided the total contract costs do not exceed the Federal simplified acquisition threshold (as defined in 48 CFR 2.101). When a lower threshold for use of small purchase procedures is established in State law, regulation, or policy, the lower threshold shall apply to the use of FAHP funds. The following additional requirements shall apply to the small purchase procurement method:
(i) The scope of work, project phases, and contract requirements shall not be broken down into smaller components merely to permit the use of small purchase procedures.
(ii) A minimum of three consultants are required to satisfy the adequate number of qualified sources reviewed. In instances where only two qualified consultants respond to the solicitation, the contracting agency may proceed with evaluation and selection if it is determined that the solicitation did not contain conditions or requirements which arbitrarily limited competition. Alternatively, a contracting agency may pursue procurement following the noncompetitive method when competition is determined to be inadequate and it is determined to not be feasible or practical to re compete under a new solicitation as specified in § 172.7(a)(3)(iii)(C).
(iii) Contract costs may be negotiated in accordance with State small purchase procedures; however, the allowability of costs shall be determined in accordance with the Federal cost principles.
(iv) The full amount of any contract modification or amendment that would cause the total contract amount to exceed the established simplified acquisition threshold is ineligible for Federal-aid funding. The FHWA may withdraw all Federal-aid from a contract if it is modified or amended above the applicable established simplified acquisition threshold.
(3) Noncompetitive. The following requirements shall apply to the noncompetitive procurement method:
(i) A contracting agency may use its own noncompetitive procedures that reflect applicable State and local laws and regulations and conform to applicable Federal requirements.
(ii) A contracting agency shall establish a process to determine when noncompetitive procedures will be used and shall submit justification to, and receive approval from FHWA before using this form of contracting.
(iii) A contracting agency may award a contract by noncompetitive procedures under the following limited circumstances:
(A) The service is available only from a single source;
(B) There is an emergency which will not permit the time necessary to conduct competitive negotiations; or
(C) After solicitation of a number of sources, competition is determined to be inadequate.
(iv) Contract costs may be negotiated in accordance with contracting agency noncompetitive procedures; however, the allowability of costs shall be determined in accordance with the Federal cost principles.
(b) Additional procurement requirements—(1) Uniform administrative requirements, cost principles and audit requirements for Federal awards. (i) STAs or other recipients and their subrecipients shall comply with procurement requirements established in State and local laws, regulations, policies, and procedures that are not addressed by or are not in conflict with applicable Federal laws and regulations, as specified in 2 CFR part 1201.
(ii) When State and local procurement laws, regulations, policies, or procedures are in conflict with applicable Federal laws and regulations, a contracting agency shall comply with Federal requirements to be eligible for Federal-aid reimbursement of the associated costs of the services incurred following FHWA authorization, as specified in 2 CFR 200.102(c).
(2) Disadvantaged Business Enterprise (DBE) program. (i) A contracting agency shall give consideration to DBE consultants in the procurement of engineering and design related service contracts subject to 23 U.S.C. 112(b)(2) in accordance with 49 CFR part 26. When DBE program participation goals cannot be met through race-neutral measures, additional DBE participation on engineering and design related services contracts may be achieved in accordance with a contracting agency's FHWA approved DBE program through either:
(A) Use of an evaluation criterion in the qualifications-based selection of consultants, as specified in § 172.7(a)(1)(iii)(D); or
(B) Establishment of a contract participation goal.
(ii) The use of quotas or exclusive set-asides for DBE consultants is prohibited, as specified in 49 CFR 26.43.
(3) Suspension and debarment. A contracting agency shall verify suspension and debarment actions and eligibility status of consultants and subconsultants prior to entering into an agreement or contract in accordance with 2 CFR part 1200 and 2 CFR part 180.
(4) Conflicts of interest. (i) A contracting agency shall maintain a written code of standards of conduct governing the performance of their employees engaged in the award and administration of engineering and design related services contracts under this part and governing the conduct and roles of consultants in the performance of services under such contracts to prevent, identify, and mitigate conflicts of interest in accordance with 2 CFR 200.112, 23 CFR 1.33 and the provisions of this paragraph (b)(4).
(ii) No employee, officer, or agent of the contracting agency shall participate in selection, or in the award or administration of a contract supported by Federal-aid funds if a conflict of interest, real or apparent, would be involved. Such a conflict arises when there is a financial or other interest in the consultant selected for award by:
(A) The employee, officer, or agent;
(B) Any member of his or her immediate family;
(C) His or her partner; or
(D) An organization that employs or is about to employ any of the above.
(iii) The contracting agency's officers, employees, or agents shall neither solicit nor accept gratuities, favors, or anything of monetary value from consultants, potential consultants, or parties to subagreements. A contracting agency may establish dollar thresholds where the financial interest is not substantial or the gift is an unsolicited item of nominal value.
(iv) A contracting agency may provide additional prohibitions relative to real, apparent, or potential conflicts of interest.
(v) To the extent permitted by State or local law or regulations, the standards of conduct required by this paragraph shall provide for penalties, sanctions, or other disciplinary actions for violations of such standards by the contracting agency's officers, employees, or agents, or by consultants or their agents.
(vi) A contracting agency shall promptly disclose in writing any potential conflict of interest to FHWA.
(5) Consultant services in management support roles. (i) When FAHP funds participate in a consultant services contract, the contracting agency shall receive approval from FHWA, or the recipient as appropriate, before utilizing a consultant to act in a management support role for the contracting agency; unless an alternate approval procedure has been approved. Use of consultants in management support roles does not relieve the contracting agency of responsibilities associated with the use of FAHP funds, as specified in 23 U.S.C. 302(a) and 23 U.S.C. 106(g)(4) and should be limited to large projects or circumstances where unusual cost or time constraints exist, unique technical or managerial expertise is required, and/or an increase in contracting agency staff is not a viable option.
(ii) Management support roles may include, but are not limited to, providing oversight of an element of a highway program, function, or service on behalf of the contracting agency or may involve managing or providing oversight of a project, series of projects, or the work of other consultants and contractors on behalf of the contracting agency. Contracting agency written policies and procedures as specified in § 172.5(c) may further define allowable management roles and services a consultant may provide, specific approval responsibilities, and associated controls necessary to ensure compliance with Federal requirements.
(iii) Use of consultants or subconsultants in management support roles requires appropriate conflicts of interest standards as specified in paragraph (b)(4) of this section and adequate contracting agency staffing to administer and monitor the management consultant contract, as specified in § 172.9(d). A consultant serving in a management support role may be precluded from providing additional services on projects, activities, or contracts under its oversight due to potential conflicts of interest.
(iv) FAHP funds shall not participate in the costs of a consultant serving in a management support role where the consultant was not procured in accordance with Federal and State requirements, as specified in 23 CFR 1.9(a).
(v) Where benefiting more than a single Federal-aid project, allocability of consultant contract costs for services related to a management support role shall be distributed consistent with the cost principles applicable to the contracting agency, as specified in 2 CFR part 200, subpart E—Cost Principles.
§ 172.9 Contracts and administration.
(a) Contract types. The contracting agency shall use the following types of contracts:
(1) Project-specific. A contract between the contracting agency and consultant for the performance of services and defined scope of work related to a specific project or projects.
(2) Multiphase. A project-specific contract where the solicited services are divided into phases whereby the specific scope of work and associated costs may be negotiated and authorized by phase as the project progresses.
(3) On-call or indefinite delivery/indefinite quantity (IDIQ). A contract for the performance of services for a number of projects, under task or work orders issued on an as-needed or on-call basis, for an established contract period. The procurement of services to be performed under on-call or IDIQ contracts shall follow either competitive negotiation or small purchase procurement procedures, as specified in § 172.7. The solicitation and contract provisions shall address the following requirements:
(i) Specify a reasonable maximum length of contract period, including the number and period of any allowable contract extensions, which shall not exceed 5 years;
(ii) Specify a maximum total contract dollar amount that may be awarded under a contract;
(iii) Include a statement of work, requirements, specifications, or other description to define the general scope, complexity, and professional nature of the services; and
(iv) If multiple consultants are to be selected and multiple on-call or IDIQ contracts awarded through a single solicitation for specific services:
(A) Identify the number of consultants that may be selected or contracts that may be awarded from the solicitation; and
(B) Specify the procedures the contracting agency will use in competing and awarding task or work orders among the selected, qualified consultants. Task or work orders shall not be competed and awarded among the selected, qualified consultants on the basis of costs under on-call or IDIQ contracts for services procured with competitive negotiation procedures. Under competitive negotiation procurement, each specific task or work order shall be awarded to the selected, qualified consultants:
(1) Through an additional qualifications-based selection procedure, which may include, but does not require, a formal RFP in accordance with § 172.5(a)(1)(ii); or
(2) On a regional basis whereby the State is divided into regions and consultants are selected to provide on-call or IDIQ services for an assigned region(s) identified within the solicitation.
(b) Payment methods. (1) The method of payment to the consultant shall be set forth in the original solicitation, contract, and in any contract modification thereto. The methods of payment shall be: Lump sum, cost plus fixed fee, cost per unit of work, or specific rates of compensation. A single contract may contain different payment methods as appropriate for compensation of different elements of work.
(2) The cost plus a percentage of cost and percentage of construction cost methods of payment shall not be used.
(3) The lump sum payment method shall only be used when the contracting agency has established the extent, scope, complexity, character, and duration of the work to be required to a degree that fair and reasonable compensation, including a fixed fee, can be determined at the time of negotiation.
(4) When the method of payment is other than lump sum, the contract shall specify a maximum amount payable which shall not be exceeded unless adjusted by a contract modification.
(5) The specific rates of compensation payment method provides for reimbursement on the basis of direct labor hours at specified fixed hourly rates, including direct labor costs, indirect costs, and fee or profit, plus any other direct expenses or costs, subject to an agreement maximum amount. This payment method shall only be used when it is not possible at the time of procurement to estimate the extent or duration of the work or to estimate costs with any reasonable degree of accuracy. This specific rates of compensation payment method should be limited to contracts or components of contracts for specialized or support type services where the consultant is not in direct control of the number of hours worked, such as construction engineering and inspection. When using this payment method, the contracting agency shall manage and monitor the consultant's level of effort and classification of employees used to perform the contracted services.
(6) A contracting agency may withhold retainage from payments in accordance with prompt pay requirements, as specified in 49 CFR 26.29. When retainage is used, the terms and conditions of the contract shall clearly define agency requirements, including periodic reduction in retention and the conditions for release of retention.
(c) Contract provisions. (1) All contracts and subcontracts shall include the following provisions, either by reference or by physical incorporation into the language of each contract or subcontract, as applicable:
(i) Administrative, contractual, or legal remedies in instances where consultants violate or breach contract terms and conditions, and provide for such sanctions and penalties as may be appropriate;
(ii) Notice of contracting agency requirements and regulations pertaining to reporting;
(iii) Contracting agency requirements and regulations pertaining to copyrights and rights in data;
(iv) Access by recipient, the subrecipient, FHWA, the U.S. Department of Transportation's Inspector General, the Comptroller General of the United States, or any of their duly authorized representatives to any books, documents, papers, and records of the consultant which are directly pertinent to that specific contract for the purpose of making audit, examination, excerpts, and transcriptions;
(v) Retention of all required records for not less than 3 years after the contracting agency makes final payment and all other pending matters are closed;
(vi) Standard DOT Title VI Assurances (DOT Order 1050.2);
(vii) Disadvantaged Business Enterprise (DBE) assurance, as specified in 49 CFR 26.13(b);
(viii) Prompt pay requirements, as specified in 49 CFR 26.29;
(ix) Determination of allowable costs in accordance with the Federal cost principles;
(x) Contracting agency requirements pertaining to consultant errors and omissions;
(xi) Contracting agency requirements pertaining to conflicts of interest, as specified in 23 CFR 1.33 and the requirements of this part; and
(xii) A provision for termination for cause and termination for convenience by the contracting agency including the manner by which it will be effected and the basis for settlement.
(2) All contracts and subcontracts exceeding $100,000 shall contain, either by reference or by physical incorporation into the language of each contract, a provision for lobbying certification and disclosure, as specified in 49 CFR part 20.
(d) Contract administration and monitoring—(1) Responsible charge. A full-time, public employee of the contracting agency qualified to ensure that the work delivered under contract is complete, accurate, and consistent with the terms, conditions, and specifications of the contract shall be in responsible charge of each contract or project. While an independent consultant may be procured to serve in a program or project management support role, as specified in § 172.7(b)(5), or to provide technical assistance in review and acceptance of engineering and design related services performed and products developed by other consultants, the contracting agency shall designate a public employee as being in responsible charge. A public employee may serve in responsible charge of multiple projects and contracting agencies may use multiple public employees to fulfill monitoring responsibilities. The term responsible charge is intended to be applied only in the context defined within this regulation. It may or may not correspond to its usage in State laws regulating the licensure and/or conduct of professional engineers. The public employee's responsibilities shall include:
(i) Administering inherently governmental activities including, but not limited to, contract negotiation, contract payment, and evaluation of compliance, performance, and quality of services provided by consultant;
(ii) Being familiar with the contract requirements, scope of services to be performed, and products to be produced by the consultant;
(iii) Being familiar with the qualifications and responsibilities of the consultant's staff and evaluating any requested changes in key personnel;
(iv) Scheduling and attending progress and project review meetings, commensurate with the magnitude, complexity, and type of work, to ensure the work is progressing in accordance with established scope of work and schedule milestones;
(v) Ensuring consultant costs billed are allowable in accordance with the Federal cost principles and consistent with the contract terms as well as the acceptability and progress of the consultant's work;
(vi) Evaluating and participating in decisions for contract modifications; and
(vii) Documenting contract monitoring activities and maintaining supporting contract records, as specified in 2 CFR 200.333.
(2) Performance evaluation. The contracting agency shall prepare an evaluation summarizing the consultant's performance on a contract. The performance evaluation should include, but not be limited to, an assessment of the timely completion of work, adherence to contract scope and budget, and quality of the work conducted. The contracting agency shall provide the consultant a copy of the performance evaluation and an opportunity to provide written comments to be attached to the evaluation. The contracting agency should prepare additional interim performance evaluations based on the scope, complexity, and size of the contract as a means to provide feedback, foster communication, and achieve desired changes or improvements. Completed performance evaluations should be archived for consideration as an element of past performance in the future evaluation of the consultant to provide similar services.
(e) Contract modification. (1) Contract modifications are required for any amendments to the terms of the existing contract that change the cost of the contract; significantly change the character, scope, complexity, or duration of the work; or significantly change the conditions under which the work is required to be performed.
(2) A contract modification shall clearly define and document the changes made to the contract, establish the method of payment for any adjustments in contract costs, and be in compliance with the terms and conditions of the contract and original procurement.
(3) A contracting agency shall negotiate contract modifications following the same procedures as the negotiation of the original contract.
(4) A contracting agency may add to a contract only the type of services and work included within the scope of services of the original solicitation from which a qualifications-based selection was made.
(5) For any additional engineering and design related services outside of the scope of work established in the original request for proposal, a contracting agency shall:
(i) Procure the services under a new solicitation;
(ii) Perform the work itself using contracting agency staff; or
(iii) Use a different, existing contract under which the services would be within the scope of work.
(6) Overruns in the costs of the work shall not automatically warrant an increase in the fixed fee portion of a cost plus fixed fee reimbursed contract. Permitted changes to the scope of work or duration may warrant consideration for adjustment of the fixed fee portion of cost plus fixed fee or lump sum reimbursed contracts.
§ 172.11 Allowable costs and oversight.
(a) Allowable costs. (1) Costs or prices based on estimated costs for contracts shall be eligible for Federal-aid reimbursement only to the extent that costs incurred or cost estimates included in negotiated prices are allowable in accordance with the Federal cost principles.
(2) Consultants shall be responsible for accounting for costs appropriately and for maintaining records, including supporting documentation, adequate to demonstrate that costs claimed have been incurred, are allocable to the contract, and comply with Federal cost principles.
(b) Elements of contract costs. The following requirements shall apply to the establishment of the specified elements of contract costs:
(1) Indirect cost rates. (i) Indirect cost rates shall be updated on an annual basis in accordance with the consultant's annual accounting period and in compliance with the Federal cost principles.
(ii) Contracting agencies shall accept a consultant's or subconsultant's indirect cost rate(s) established for a 1-year applicable accounting period by a cognizant agency that has:
(A) Performed an audit in accordance with generally accepted government auditing standards to test compliance with the requirements of the Federal cost principles and issued an audit report of the consultant's indirect cost rate(s); or
(B) Conducted a review of an audit report and related workpapers prepared by a certified public accountant and issued a letter of concurrence with the related audited indirect cost rate(s).
(iii) When the indirect cost rate has not been established by a cognizant agency in accordance with paragraph (b)(1)(ii) of this section, a STA or other recipient shall perform an evaluation of a consultant's or subconsultant's indirect cost rate prior to acceptance and application of the rate to contracts administered by the recipient or its subrecipients. The evaluation performed by STAs or other recipients to establish or accept an indirect cost rate shall provide assurance of compliance with the Federal cost principles and may consist of one or more of the following:
(A) Performing an audit in accordance with generally accepted government auditing standards and issuing an audit report;
(B) Reviewing and accepting an audit report and related workpapers prepared by a certified public accountant or another STA;
(C) Establishing a provisional indirect cost rate for the specific contract and adjusting contract costs based upon an audited final rate at the completion of the contract; or
(D) Conducting other evaluations in accordance with a risk-based oversight process as specified in paragraph (c)(2) of this section and within the agency's approved written policies and procedures, as specified in § 172.5(c).
(iv) A lower indirect cost rate may be accepted for use on a contract if submitted voluntarily by a consultant; however, the consultant's offer of a lower indirect cost rate shall not be a condition or qualification to be considered for the work or contract award.
(v) Once accepted in accordance with paragraphs (b)(1)(ii) through (iv) of this section, contracting agencies shall apply such indirect cost rate for the purposes of contract estimation, negotiation, administration, reporting, and contract payment and the indirect cost rate shall not be limited by administrative or de facto ceilings of any kind.
(vi) A consultant's accepted indirect cost rate for its 1-year applicable accounting period shall be applied to contracts; however, once an indirect cost rate is established for a contract, it may be extended beyond the 1-year applicable period, through the duration of the specific contract, provided all concerned parties agree. Agreement to the extension of the 1-year applicable period shall not be a condition or qualification to be considered for the work or contract award.
(vii) Disputed rates. If an indirect cost rate established by a cognizant agency in paragraph (b)(1)(ii) of this section is in dispute, the contracting agency does not have to accept the rate. A contracting agency may perform its own audit or other evaluation of the consultant's indirect cost rate for application to the specific contract, until or unless the dispute is resolved. A contracting agency may alternatively negotiate a provisional indirect cost rate for the specific contract and adjust contract costs based upon an audited final rate. Only the consultant and the parties involved in performing the indirect cost audit may dispute the established indirect cost rate. If an error is discovered in the established indirect cost rate, the rate may be disputed by any prospective contracting agency.
(2) Direct salary or wage rates. (i) Compensation for each employee or classification of employee must be reasonable for the work performed in accordance with the Federal cost principles.
(ii) To provide for fair and reasonable compensation, considering the classification, experience, and responsibility of employees necessary to provide the desired engineering and design related services, contracting agencies may establish consultant direct salary or wage rate limitations or “benchmarks” based upon an objective assessment of the reasonableness of proposed rates performed in accordance with the reasonableness provisions of the Federal cost principles.
(iii) When an assessment of reasonableness in accordance with the Federal cost principles has not been performed, contracting agencies shall use and apply the consultant's actual direct salary or wage rates for estimation, negotiation, administration, and payment of contracts and contract modifications.
(3) Fixed fee. (i) The determination of the amount of fixed fee shall consider the scope, complexity, contract duration, degree of risk borne by the consultant, amount of subcontracting, and professional nature of the services as well as the size and type of contract.
(ii) The establishment of fixed fee shall be contract or task order specific.
(iii) Fixed fees in excess of 15 percent of the total direct labor and indirect costs of the contract may be justified only when exceptional circumstances exist.
(4) Other direct costs. A contracting agency shall use the Federal cost principles in determining the reasonableness, allowability, and allocability of other direct contract costs.
(c) Oversight—(1) Agency controls. Contracting agencies shall provide reasonable assurance that consultant costs on contracts reimbursed in whole or in part with FAHP funding are allowable in accordance with the Federal cost principles and consistent with the contract terms considering the contract type and payment method. Contracting agency written policies, procedures, contract documents, and other controls, as specified in §§ 172.5(c) and 172.9 shall address the establishment, acceptance, and administration of contract costs to assure compliance with the Federal cost principles and requirements of this section.
(2) Risk-based analysis. The STAs or other recipient may employ a risk-based oversight process to provide reasonable assurance of consultant compliance with Federal cost principles on FAHP funded contracts administered by the recipient or its subrecipients. If employed, this risk-based oversight process shall be incorporated into STA or other recipient written policies and procedures, as specified in § 172.5(c). In addition to ensuring allowability of direct contract costs, the risk-based oversight process shall address the evaluation and acceptance of consultant and subconsultant indirect cost rates for application to contracts. A risk-based oversight process shall consist of the following:
(i) Risk assessments. Conducting and documenting an annual assessment of risks of noncompliance with the Federal cost principles per consultant doing business with the agency, considering the following factors:
(A) Consultant's contract volume within the State;
(B) Number of States in which the consultant operates;
(C) Experience of consultant with FAHP contracts;
(D) History and professional reputation of consultant;
(E) Audit history of consultant;
(F) Type and complexity of consultant accounting system;
(G) Size (number of employees or annual revenues) of consultant;
(H) Relevant experience of certified public accountant performing audit of consultant;
(I) Assessment of consultant's internal controls;
(J) Changes in consultant organizational structure; and
(K) Other factors as appropriate.
(ii) Risk mitigation and evaluation procedures. Allocating resources, as considered necessary based on the results of the annual risk assessment, to provide reasonable assurance of compliance with the Federal cost principles through application of the following types of risk mitigation and evaluation procedures appropriate to the consultant and circumstances:
(A) Audits performed in accordance with generally accepted government audit standards to test compliance with the requirements of the Federal cost principles;
(B) Certified public accountant or other STA workpaper reviews;
(C) Other analytical procedures;
(D) Consultant cost certifications in accordance with paragraph (c)(3) of this section; and
(E) Consultant and certified public accountant training on the Federal cost principles.
(iii) Documentation. Maintaining supporting documentation of the risk-based analysis procedures performed to support the allowability and acceptance of consultant costs on FAHP funded contracts.
(3) Consultant cost certification. (i) Indirect cost rate proposals for the consultant's 1-year applicable accounting period shall not be accepted and no agreement shall be made by a contracting agency to establish final indirect cost rates, unless the costs have been certified by an official of the consultant as being allowable in accordance with the Federal cost principles. The certification requirement shall apply to all indirect cost rate proposals submitted by consultants and subconsultants for acceptance by a STA or other recipient. Each consultant or subconsultant is responsible for certification of its own indirect cost rate and may not certify the rate of another firm.
(ii) The certifying official shall be an individual executive or financial officer of the consultant's organization at a level no lower than a Vice President or Chief Financial Officer, or equivalent, who has the authority to represent the financial information utilized to establish the indirect cost rate proposal submitted for acceptance.
(iii) The certification of final indirect costs shall read as follows:
Certificate of Final Indirect Costs
This is to certify that I have reviewed this proposal to establish final indirect cost rates and to the best of my knowledge and belief:
1. All costs included in this proposal (identify proposal and date) to establish final indirect cost rates for (identify period covered by rate) are allowable in accordance with the cost principles of the Federal Acquisition Regulation (FAR) of title 48, Code of Federal Regulations (CFR), part 31; and
2. This proposal does not include any costs which are expressly unallowable under applicable cost principles of the FAR of 48 CFR part 31.
Firm: Signature: Name of Certifying Official: Title: Date of Execution:
(4) Sanctions and penalties. Contracting agency written policies, procedures, and contract documents, as specified in §§ 172.5(c) and 172.9(c), shall address the range of administrative, contractual, or legal remedies that may be assessed in accordance with Federal and State laws and regulations where consultants violate or breach contract terms and conditions. Where consultants knowingly charge unallowable costs to a FAHP funded contract:
(i) Contracting agencies shall pursue administrative, contractual, or legal remedies and provide for such sanctions and penalties as may be appropriate; and
(ii) Consultants are subject to suspension and debarment actions as specified in 2 CFR part 1200 and 2 CFR part 180, potential cause of action under the False Claims Act as specified in 32 U.S.C. 3729-3733, and prosecution for making a false statement as specified in 18 U.S.C. 1020.
(d) Prenotification; confidentiality of data. FHWA, recipients, and subrecipients of FAHP funds may share audit information in complying with the recipient's or subrecipient's acceptance of a consultant's indirect cost rates pursuant to 23 U.S.C. 112 and this part provided that the consultant is given notice of each use and transfer. Audit information shall not be provided to other consultants or any other government agency not sharing the cost data, or to any firm or government agency for purposes other than complying with the recipient's or subrecipient's acceptance of a consultant's indirect cost rates pursuant to 23 U.S.C. 112 and this part without the written permission of the affected consultants. If prohibited by law, such cost and rate data shall not be disclosed under any circumstance; however, should a release be required by law or court order, such release shall make note of the confidential nature of the data.
PART 180 CREDIT ASSISTANCE FOR SURFACE TRANSPORTATION PROJECTS
Authority: Secs. 1501 et seq., Pub. L. 105-178, 112 Stat. 107, 241, as amended; 23 U.S.C. 181-189 and 315; 49 CFR 1.48.
Source: 64 FR 29750, June 2, 1999, unless otherwise noted.
§ 180.1 Cross-reference to credit assistance.
The regulations in 49 CFR part 80 shall be followed in complying with the requirements of this part. Title 49 CFR part 80 implements the Transportation Infrastructure Finance and Innovation Act of 1998, secs. 1501 et seq., Pub. L. 105-178, 112 Stat. 107, 241.
PART 190 INCENTIVE PAYMENTS FOR CONTROLLING OUTDOOR ADVERTISING ON THE INTERSTATE SYSTEM
Authority: 23 U.S.C. 131(j) and 315; 49 CFR 1.48(b).
Source: 43 FR 42742, Sept. 21, 1978, unless otherwise noted.
§ 190.1 Purpose.
The purpose of this regulation is to prescribe project procedures for making the incentive payments authorized by 23 U.S.C. 131(j).
§ 190.3 Agreement to control advertising.
To qualify for the bonus payment, a State must have entered into an agreement with the Secretary to control outdoor advertising. It must fulfill, and must continue to fulfill its obligations under such agreement consistent with 23 CFR 750.101.
§ 190.5 Bonus project claims.
(a) The State may claim payment by submitting a form PR-20 voucher, supported by strip maps which identify advertising control limits and areas excluded from the claim and form FHWA-1175, for the one-half percent bonus claim.
(b) The bonus payment computation is based on projects or portions thereof for which (1) the section of highway on which the project is located has been opened to traffic, and (2) final payment has been made. A bonus project may cover an individual project, a part thereof, or a combination of projects, on a section of an Interstate route.
(c) The eligible system mileage to be shown for a bonus project is that on which advertising controls are in effect. The eligible system mileage reported in subsequent projects on the same Interstate route section should cover only the additional system mileage not previously reported. Eligible project cost is the total participating cost (State and Federal share of approved preliminary engineering (PE), right-of-way (R-O-W), and construction) exclusive of any ineligible costs. The amount of the bonus payment is to be based on the eligible total costs of the supporting projects included in each claim.
(d) Progress vouchers for route sections on which additional one-half percent bonus payments are to be claimed are to be so identified, and the final claim for each route section is to be identified as the final voucher.
§ 190.7 Processing of claims.
Audited and approved PR-20 vouchers with form FHWA-1175 shall be forwarded to the regional office for submission to the Finance Division, Washington Headquarters, for payment. The associated strip maps shall be retained with the division office copies of the PR-20 vouchers.
PART 192 DRUG OFFENDER'S DRIVER'S LICENSE SUSPENSION
Authority: 23 U.S.C. 159, 315.
Source: 87 FR 61243, Oct. 11, 2022, unless otherwise noted.
§ 192.1 Scope.
This part prescribes the requirements necessary to implement 23 U.S.C. 159, which encourages States to enact and enforce drug offender's driver's license suspensions.
§ 192.2 Purpose.
The purpose of this part is to specify the steps that States must take to avoid the withholding of Federal-aid highway funds for noncompliance with 23 U.S.C. 159.
§ 192.3 Definitions.
As used in this part:
(a) Convicted includes adjudicated under juvenile proceedings.
(b) Driver's license means a license issued by a State to any individual that authorizes the individual to operate a motor vehicle on highways.
(c) Drug offense means:
(1) The possession, distribution, manufacture, cultivation, sale, transfer, or the attempt or conspiracy to possess, distribute, manufacture, cultivate, sell, or transfer any substance the possession of which is prohibited under the Controlled Substances Act, or
(2) The operation of a motor vehicle under the influence of such a substance.
(d) Substance the possession of which is prohibited under the Controlled Substances Act or substance means a controlled or counterfeit substance, as those terms are defined in subsections 102 (6) and (7) of the Comprehensive Drug Abuse Prevention and Control Act of 1970 (21 U.S.C. 802 (6) and (7) and listed in 21 CFR 1308.11-.15.
§ 192.4 Adoption of drug offender's driver's license suspension.
(a) The Secretary shall withhold 8 percent of the amount required to be apportioned to any State under each of sections 104(b)(1) and (b)(2) of title 23 of the U.S.C. on the first day of the next fiscal year if the State does not meet the requirements of this section.
(b) A State meets the requirements of this section if:
(1) The State has enacted and is enforcing a law that requires in all circumstances, or requires in the absence of compelling circumstances warranting an exception:
(i) The revocation, or suspension for at least 6 months, of the driver's license of any individual who is convicted, after the enactment of such law, of
(A) Any violation of the Controlled Substances Act, or
(B) Any drug offense, and
(ii) A delay in the issuance or reinstatement of a driver's license to such an individual for at least 6 months after the individual otherwise would have been eligible to have a driver's license issued or reinstated if the individual does not have a driver's license, or the driver's license of the individual is suspended, at the time the individual is so convicted, or
(2) The Governor of the State or their designee:
(i) Submits to the Secretary through its respective FHWA Division Administrator a written certification stating that the Governor is opposed to the enactment or enforcement in the State of a law described in paragraph (b)(1) of this section relating to the revocation, suspension, issuance, or reinstatement of driver's licenses to convicted drug offenders; and
(ii) Submits to the Secretary a written certification that the legislature (including both Houses where applicable) has adopted a resolution expressing its opposition to a law described in paragraph (b)(1) of this section.
(c) A State that makes exceptions for compelling circumstances must do so in accordance with a State law, regulation, binding policy directive or statewide published guidelines establishing the conditions for making such exceptions and in exceptional circumstances specific to the offender.
§ 192.5 Certification requirements.
(a) Each State shall certify to the Secretary by January 1, 2023, that it meets the requirements of 23 U.S.C. 159 and this regulation. Subsequently, each State shall certify to the Secretary through its respective FHWA Division Administrator that it meets the requirements of 23 U.S.C. 159 and this regulation when there is a change to the State law, regulation, or binding policy relating to the suspension, revocation, issuance, or reinstatement or driver's licenses of drug offenders within 90 days of the effective date of a State legislative change that affects State compliance with this section.
(b) If the State believes it meets the requirements of 23 U.S.C. 159 and this regulation on the basis that it has enacted and is enforcing a law that suspends or revokes the driver's licenses of drug offenders, the certification shall contain a statement by the Governor of the State, or their designee, that the State has enacted and is enforcing a Drug Offender's Driver's License Suspension law that conforms to 23 U.S.C. 159(a)(3)(A). The certifying statement may be worded as follows: I, (Name of Governor or designee), (ADD TITLE on behalf of the) Governor of the (State or Commonwealth) of __, do hereby certify that the (State or Commonwealth) of __, has enacted and is enforcing a Drug Offender's Driver's License Suspension law that conforms to section 23 U.S.C. 159(a)(3)(A).
(c) If the State believes it meets the requirements of 23 U.S.C. 159(a)(3)(B) on the basis that it opposes a law that requires the suspension, revocation, or delay in issuance or reinstatement of the driver's licenses of drug offenders that conforms to 23 U.S.C. 159(a)(3)(A), the certification shall contain:
(1) A statement by the Governor of the State or their designee that the Governor is opposed to the enactment or enforcement of a law that conforms to 23 U.S.C. 159(a)(3)(A) and that the State legislature has adopted a resolution expressing its opposition to such a law. The certifying statement may be worded as follows: I, (Name of Governor or designee), (ADD TITLE on behalf of the) Governor of the (State or Commonwealth of __, do hereby certify that I am opposed to the enactment or enforcement of a law that conforms to 23 U.S.C. 159(a)(3)(A) and that the legislature of the (State or Commonwealth) of __, has adopted a resolution expressing its opposition to such a law.
(2) Until a State has been determined to be in compliance with the requirements of 23 U.S.C. 159(a)(3)(B) and this regulation, the certification shall include a copy of the resolution.
(d) The Governor or their designee shall submit an electronic copy of the certification to its respective FHWA Division Administrator. The FHWA Division Administrator shall retain an electronic copy and forward an electronic copy to both the FHWA Office of Safety and the FHWA Office of the Chief Counsel.
(e) Any changes to the certification or supplemental information necessitated by the review of the certifications as they are forwarded, State legislative changes that affects State compliance of this section, or changes in State enforcement activity shall be submitted within 90 days of the change being effective.
§ 192.6 Period of availability of withheld funds.
Funds withheld under § 192.4 from apportionment to any State will not be available for apportionment to the State and shall lapse immediately.
§ 192.7 Procedures affecting States in noncompliance.
(a) If FHWA determines that the State is not in compliance with 23 U.S.C. 159(a)(3), the State will be advised of the funds expected to be withheld under § 192.4 from apportionment, as part of the advance notice of apportionments required under 23 U.S.C. 104(e). This notification will normally occur not later than 90 days before the beginning of the fiscal year for which the sums to be apportioned are authorized. The State may, within 30 days of its receipt of the advance notice of apportionments, submit documentation demonstrating its compliance. Documentation shall be submitted electronically to the FHWA Division Administrator for that State. The FHWA Division Administrator shall retain an electronic copy and forward an electronic copy to both the FHWA Office of Safety and the FHWA Office of the Chief Counsel.
(b) Each fiscal year, each State determined not to be in compliance with 23 U.S.C. 159(a)(3), based on FHWA's final determination, will receive notice of the funds being withheld under § 192.4 from apportionment, as part of the certification of apportionments required under 23 U.S.C. 104(e), which normally occurs on October 1 of each fiscal year.
SUBCHAPTER C CIVIL RIGHTS
PART 200 TITLE VI PROGRAM AND RELATED STATUTES—IMPLEMENTATION AND REVIEW PROCEDURES
Authority: Title VI of the Civil Rights Act of 1964, 42 U.S.C. 2000d to 2000d-4; Title VIII of the Civil Rights Act of 1968, 42 U.S.C. 3601-3619; 42 U.S.C. 4601 to 4655; 23 U.S.C. 109(h); 23 U.S.C. 324.
Source: 41 FR 53982, Dec. 10, 1976, unless otherwise noted.
§ 200.1 Purpose.
To provide guidelines for: (a) Implementing the Federal Highway Administration (FHWA) Title VI compliance program under Title VI of the Civil Rights Act of 1964 and related civil rights laws and regulations, and (b) Conducting Title VI program compliance reviews relative to the Federal-aid highway program.
§ 200.3 Application of this part.
The provisions of this part are applicable to all elements of FHWA and provide requirements and guidelines for State highway agencies to implement the Title VI Program requirements. The related civil rights laws and regulations are listed under § 200.5(p) of this part. Title VI requirements for 23 U.S.C. 402 will be covered under a joint FHWA/NHTSA agreement.
§ 200.5 Definitions.
The following definitions shall apply for the purpose of this part:
(a) Affirmative action. A good faith effort to eliminate past and present discrimination in all federally assisted programs, and to ensure future nondiscriminatory practices.
(b) Beneficiary. Any person or group of persons (other than States) entitled to receive benefits, directly or indirectly, from any federally assisted program, i.e., relocatees, impacted citizens, communities, etc.
(c) Citizen participation. An open process in which the rights of the community to be informed, to provide comments to the Government and to receive a response from the Government are met through a full opportunity to be involved and to express needs and goals.
(d) Compliance. That satisfactory condition existing when a recipient has effectively implemented all of the Title VI requirements or can demonstrate that every good faith effort toward achieving this end has been made.
(e) Deficiency status. The interim period during which the recipient State has been notified of deficiencies, has not voluntarily complied with Title VI Program guidelines, but has not been declared in noncompliance by the Secretary of Transportation.
(f) Discrimination. That act (or action) whether intentional or unintentional, through which a person in the United States, solely because of race, color, religion, sex, or national origin, has been otherwise subjected to unequal treatment under any program or activity receiving financial assistance from the Federal Highway Administration under title 23 U.S.C.
(g) Facility. Includes all, or any part of, structures, equipment or other real or personal property, or interests therein, and the provision of facilities includes the construction, expansion, renovation, remodeling, alternation or acquisition of facilities.
(h) Federal assistance. Includes:
(1) Grants and loans of Federal funds,
(2) The grant or donation of Federal property and interests in property,
(3) The detail of Federal personnel,
(4) The sale and lease of, and the permission to use (on other than a casual or transient basis), Federal property or any interest in such property without consideration or at a nominal consideration, or at a consideration which is reduced for the purpose of assisting the recipient, or in recognition of the public interest to be served by such sale or lease to the recipient, and
(5) Any Federal agreement, arrangement, or other contract which has, as one of its purposes, the provision of assistance.
(i) Noncompliance. A recipient has failed to meet prescribed requirements and has shown an apparent lack of good faith effort in implementing all of the Title VI requirements.
(j) Persons. Where designation of persons by race, color, or national origin is required, the following designations ordinarily may be used: “White not of Hispanic origin”, “Black not of Hispanic origin”, “Hispanic”, “Asian or Pacific Islander”, “American Indian or Alaskan Native.” Additional subcategories based on national origin or primary language spoken may be used, where appropriate, on either a national or a regional basis.
(k) Program. Includes any highway, project, or activity for the provision of services, financial aid, or other benefits to individuals. This includes education or training, work opportunities, health, welfare, rehabilitation, housing, or other services, whether provided directly by the recipient of Federal financial assistance or provided by others through contracts or other arrangements with the recipient.
(l) State highway agency. That department, commission, board, or official of any State charged by its laws with the responsibility for highway construction. The term State would be considered equivalent to State highway agency if the context so implies.
(m) Program area officials. The officials in FHWA who are responsible for carrying out technical program responsibilities.
(n) Recipient. Any State, territory, possession, the District of Columbia, Puerto Rico, or any political subdivision, or instrumentality thereof, or any public or private agency, institution, or organization, or other entity, or any individual, in any State, territory, possession, the District of Columbia, or Puerto Rico, to whom Federal assistance is extended, either directly or through another recipient, for any program. Recipient includes any successor, assignee, or transferee thereof. The term recipient does not include any ultimate beneficiary under any such program.
(o) Secretary. The Secretary of Transportation as set forth in 49 CFR 21.17(g)(3) or the Federal Highway Administrator to whom the Secretary has delegated his authority in specific cases.
(p) Title VI Program. The system of requirements developed to implement Title VI of the Civil Rights Act of 1964. References in this part to Title VI requirements and regulations shall not be limited to only Title VI of the Civil Rights Act of 1964. Where appropriate, this term also refers to the civil rights provisions of other Federal statutes to the extent that they prohibit discrimination on the grounds of race, color, sex, or national origin in programs receiving Federal financial assistance of the type subject to Title VI itself. These Federal statutes are:
(1) Title VI of the Civil Rights Act of 1964, 42 U.S.C. 2000d-d4 (49 CFR part 21; the standard DOT Title VI assurances signed by each State pursuant to DOT Order 1050.2; Executive Order 11764; 28 CFR 50.3);
(2) Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601-4655) (49 CFR part 25; Pub. L. 91-646);
(3) Title VIII of the Civil Rights Act of 1968, amended 1974 (42 U.S.C. 3601-3619);
(4) 23 U.S.C. 109(h);
(5) 23 U.S.C. 324;
(6) Subsequent Federal-Aid Highway Acts and related statutes.
§ 200.7 FHWA Title VI policy.
It is the policy of the FHWA to ensure compliance with Title VI of the Civil Rights Act of 1964; 49 CFR part 21; and related statutes and regulations.
§ 200.9 State highway agency responsibilities.
(a) State assurances in accordance with Title VI of the Civil Rights Act of 1964.
(1) Title 49, CFR part 21 (Department of Transportation Regulations for the implementation of Title VI of the Civil Rights Act of 1964) requires assurances from States that no person in the United States shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity for which the recipient receives Federal assistance from the Department of Transportation, including the Federal Highway Administration.
(2) Section 162a of the Federal-Aid Highway Act of 1973 (section 324, title 23 U.S.C.) requires that there be no discrimination on the ground of sex. The FHWA considers all assurances heretofore received to have been amended to include a prohibition against discrimination on the ground of sex. These assurances were signed by the 50 States, the District of Columbia, Puerto Rico, the Virgin Islands, Guam, and American Samoa. The State highway agency shall submit a certification to the FHWA indicating that the requirements of section 162a of the Federal-Aid Highway Act of 1973 have been added to its assurances.
(3) The State highway agency shall take affirmative action to correct any deficiencies found by the FHWA within a reasonable time period, not to exceed 90 days, in order to implement Title VI compliance in accordance with State-signed assurances and required guidelines. The head of the State highway agency shall be held responsible for implementing Title VI requirements.
(4) The State program area officials and Title VI Specialist shall conduct annual reviews of all pertinent program areas to determine the effectiveness of program area activities at all levels.
(b) State actions. (1) Establish a civil rights unit and designate a coordinator who has a responsible position in the organization and easy access to the head of the State highway agency. This unit shall contain a Title VI Equal Employment Opportunity Coordinator or a Title VI Specialist, who shall be responsible for initiating and monitoring Title VI activities and preparing required reports.
(2) Adequately staff the civil rights unit to effectively implement the State civil rights requirements.
(3) Develop procedures for prompt processing and disposition of Title VI and Title VIII complaints received directly by the State and not by FHWA. Complaints shall be investigated by State civil rights personnel trained in compliance investigations. Identify each complainant by race, color, sex, or national origin; the recipient; the nature of the complaint; the dates the complaint was filed and the investigation completed; the disposition; the date of the disposition; and other pertinent information. Each recipient (State) processing Title VI complaints shall be required to maintain a similar log. A copy of the complaint, together with a copy of the State's report of investigation, shall be forwarded to the FHWA division office within 60 days of the date the complaint was received by the State.
(4) Develop procedures for the collection of statistical data (race, color, religion, sex, and national origin) of participants in, and beneficiaries of State highway programs, i.e., relocatees, impacted citizens and affected communities.
(5) Develop a program to conduct Title VI reviews of program areas.
(6) Conduct annual reviews of special emphasis program areas to determine the effectiveness or program area activities at all levels.
(7) Conduct Title VI reviews of cities, counties, consultant contractors, suppliers, universities, colleges, planning agencies, and other recipients of Federal-aid highway funds.
(8) Review State program directives in coordination with State program officials and, where applicable, include Title VI and related requirements.
(9) The State highway agency Title VI designee shall be responsible for conducting training programs on Title VI and related statutes for State program and civil rights officials.
(10) Prepare a yearly report of Title VI accomplishments for the past year and goals for the next year.
(11) Beginning October 1, 1976, each State highway agency shall annually submit an updated Title VI implementing plan to the Regional Federal Highway Administrator for approval or disapproval.
(12) Develop Title VI information for dissemination to the general public and, where appropriate, in languages other than English.
(13) Establishing procedures for pregrant and postgrant approval reviews of State programs and applicants for compliance with Title VI requirements; i.e., highway location, design and relocation, and persons seeking contracts with the State.
(14) Establish procedures to identify and eliminate discrimination when found to exist.
(15) Establishing procedures for promptly resolving deficiency status and reducing to writing the remedial action agreed to be necessary, all within a period not to exceed 90 days.
§ 200.11 Procedures for processing Title VI reviews.
(a) If the regional Title VI review report contains deficiencies and recommended actions, the report shall be forwarded by the Regional Federal Highway Administrator to the Division Administrator, who will forward it with a cover letter to the State highway agency for corrective action.
(b) The division office, in coordination with the Regional Civil Rights Officer, shall schedule a meeting with the recipient, to be held not later than 30 days from receipt of the deficiency report.
(c) Recipients placed in a deficiency status shall be given a reasonable time, not to exceed 90 days after receipt of the deficiency letter, to voluntarily correct deficiencies.
(d) The Division Administrator shall seek the cooperation of the recipient in correcting deficiencies found during the review. The FHWA officials shall also provide the technical assistance and guidance needed to aid the recipient to comply voluntarily.
(e) When a recipient fails or refuses to voluntarily comply with requirements within the time frame allotted, the Division Administrator shall submit to the Regional Administrator two copies of the case file and a recommendation that the State be found in noncompliance.
(f) The Office of Civil Rights shall review the case file for a determination of concurrence or noncurrence with a recommendation to the Federal Highway Administrator. Should the Federal Highway Administrator concur with the recommendation, the file is referred to the Department of Transportation, Office of the Secretary, for appropriate action in accordance with 49 CFR.
PART 230 EXTERNAL PROGRAMS
Authority: 23 U.S.C. 101, 140, and 315; 42 U.S.C. 2000d et seq.; and 49 CFR 1.81.
Source: 40 FR 28053, July 3, 1975, unless otherwise noted.
Subpart A Equal Employment Opportunity on Federal and Federal-Aid Construction Contracts (Including Supportive Services)
§ 230.101 Purpose.
The purpose of the regulations in this subpart is to prescribe the policies, procedures, and guides relative to the implementation of an equal employment opportunity program on Federal and Federal-aid highway construction contracts, except for those contracts awarded under 23 U.S.C. 117, and to the preparation and submission of reports pursuant thereto.
§ 230.103 Definitions.
For purposes of this subpart—
Administrator means the Federal Highway Administrator.
Areawide Plan means an affirmative action plan to increase minority utilization of crafts in a specified geographical area pursuant to Executive Order 11246, and taking the form of either a “Hometown” or an “Imposed” plan.
Bid conditions means contract requirements which have been issued by OFCC for purposes of implementing a Hometown Plan.
Division Administrator means the chief Federal Highway Administration (FHWA) official assigned to conduct FHWA business in a particular State, the District of Columbia, or the Commonwealth of Puerto Rico.
Division Equal Opportunity Officer means an individual with staff level responsibilities and necessary authority by which to operate as an Equal Opportunity Officer in a Division office. Normally the Equal Opportunity Officer will be a full-time civil rights specialist serving as staff assistant to the Division Administrator.
Hometown Plan means a voluntary areawide plan which was developed by representatives of affected groups (usually labor unions, minority organizations, and contractors), and subsequently approved by the Office of Federal Contract Compliance (OFCC), for purposes of implementing the equal employment opportunity requirements pursuant to Executive Order 11246, as amended.
Imposed Plan means an affirmative action requirement for a specified geographical area made mandatory by OFCC and, in some areas, by the courts.
Journeyman means a person who is capable of performing all the duties within a given job classification or craft.
State highway agency means that department, commission, board, or official of any State charged by its laws with the responsibility for highway construction. The term State should be considered equivalent to State highway agency.
Suggested minimum annual training goals means goals which have been assigned to each State highway agency annually for the purpose of specifying training positions on selected Federal-aid highway construction projects.
Supportive services means those services provided in connection with approved on-the-job training programs for highway construction workers and highway contractors which are designed to increase the overall effectiveness of training programs through the performance of functions determined to be necessary in connection with such programs, but which are not generally considered as comprising part of actual on-the-job craft training.
Trainee means a person who received on-the-job training, whether through an apprenticeship program or other programs approved or accepted by the FHWA.
[40 FR 28053, July 3, 1975, as amended at 41 FR 3080, Jan. 21, 1976]
§ 230.105 Applicability.
(a) Federal-aid highway construction projects. This subpart applies to all Federal-aid highway construction projects and to Appalachian highway construction projects and other State supervised cooperative highway construction projects except:
(1) Federal-aided highway construction projects being constructed pursuant to 23 U.S.C. 117; and
(2) Those projects located in areas where the Office of Federal Contract Compliance has implemented an “Imposed” or a “Hometown” Plan, except for those requirements pertaining to specific provisions involving on-the-job training and those provisions pertaining to supportive services and reporting requirements.
(b) Direct Federal highway construction projects. This subpart applies to all direct Federal highway construction projects except:
(1) For those provisions relating to the special requirements for the provision of supportive services; and
(2) For those provisions relating to implementation of specific equal employment opportunity requirements in areas where the Office of Federal Contract Compliance has implemented an “Imposed” or “Hometown” plan.
§ 230.107 Policy.
(a) Direct Federal and Federal-aid highway construction projects. It is the policy of the FHWA to require that all direct Federal and Federal-aid highway construction contracts include the same specific equal employment opportunity requirements. It is also the policy to require that all direct Federal and Federal-aid highway construction subcontracts of $10,000 or more (not including contracts for supplying materials) include these same requirements.
(b) Federal-aid highway construction projects. It is the policy of the FHWA to require full utilization of all available training and skill-improvement opportunities to assure the increased participation of minority groups and disadvantaged persons and women in all phases of the highway construction industry. Moreover, it is the policy of the Federal Highway Administration to encourage the provision of supportive services which will increase the effectiveness of approved on-the-job training programs conducted in connection with Federal-aid highway construction projects.
§ 230.109 Implementation of specific Equal Employment Opportunity requirements.
(a) Federal-aid highway construction projects. The special provisions set forth in appendix A shall be included in the advertised bidding proposal and made part of the contract for each contract and each covered Federal-aid highway construction subcontract.
(b) Direct Federal highway construction projects. Advertising, award and contract administration procedures for direct Federal highway construction contracts shall be as set forth in Federal Acquisition Regulations (48 CFR, chapter 1, section 22.803(c)). In order to obtain information required by 48 CFR, chapter 1, § 22.804-2(c), the following requirement shall be included at the end of the bid schedule in the proposal and contract assembly:
I expect to employ the following firms as subcontractors on this project: (Naming subcontractors at this time does not constitute a binding commitment on the bidder to retain such subcontractors, nor will failure to enter names affect the contract award):
Name Address Name Address
[40 FR 28053, July 3, 1975, as amended at 51 FR 22800, June 23, 1986]
§ 230.111 Implementation of special requirements for the provision of on-the-job training.
(a) The State highway agency shall determine which Federal-aid highway construction contracts shall include the “Training Special Provisions” (appendix B) and the minimum number of trainees to be specified therein after giving appropriate consideration to the guidelines set forth in § 230.111(c). The “Training Special Provisions” shall supersede section 7(b) of the Special Provisions (appendix A) entitled “Specific Equal Employment Opportunity Responsibilities.” Minor wording revisions will be required to the “Training Special Provisions” in areas having “Hometown” or “Imposed Plan” requirements.
(b) The Washington Headquarters shall establish and publish annually suggested minimum training goals. These goals will be based on the Federal-aid apportioned amounts and the minority population. A State will have achieved its goal if the total number of training slots on selected federally aided highway construction contracts which have been awarded during each 12-month period equals or exceeds the State's suggested minimum annual goal. In the event a State highway agency does not attain its goal during a calendar year, the State highway agency at the end of the calendar year shall inform the Administrator of the reasons for its inability to meet the suggested minimum number of training slots and the steps to be taken to achieve the goal during the next calendar year. The information is to be submitted not later than 30 days from the end of the calendar year and should be factual, and should not only indicate the situations occurring during the year but show the project conditions at least through the coming year. The final determination will be made on what training goals are considered to be realistic based on the information submitted by a State.
(c) The following guidelines shall be utilized by the State highway agency in selecting projects and determining the number of trainees to be provided training therein:
(1) Availability of minorities, women, and disadvantaged for training.
(2) The potential for effective training.
(3) Duration of the contract.
(4) Dollar value of the contract.
(5) Total normal work force that the average bidder could be expected to use.
(6) Geographic location.
(7) Type of work.
(8) The need for additional journeymen in the area.
(9) Recognition of the suggested minimum goal for the State.
(10) A satisfactory ratio of trainees to journeymen expected to be on the contractor's work force during normal operations (considered to fall between 1:10 and 1:4).
(d) Training programs which are established shall be approved only if they meet the standards set forth in appendix B with regard to:
(1) The primary objectives of training and upgrading minority group workers, women and disadvantaged persons.
(2) The development of full journeymen.
(3) The minimum length and type of training.
(4) The minimum wages of trainees.
(5) Trainees certifications.
(6) Keeping records and furnishing reports.
(e)(1) Training programs considered by a State highway agency to meet the standards under this directive shall be submitted to the FHWA division Administrator with a recommendation for approval.
(2) Employment pursuant to training programs approved by the FHWA division Administrator will be exempt from the minimum wage rate provisions of section 113 of title 23 U.S.C. Approval, however, shall not be given to training programs which provide for employment of trainees at wages less than those required by the Special Training Provisions. (Appendix B.)
(f)(1) Apprenticeship programs approved by the U.S. Department of Labor as of the date of proposed use by a Federal-aid highway contractor or subcontractor need not be formally approved by the State highway agency or the FHWA division Administrator. Such programs, including their minimum wage provisions, are acceptable for use, provided they are administered in a manner reasonably calculated to meet the equal employment opportunity obligations of the contractor.
(2) Other training programs approved by the U.S. Department of Labor as of the date of proposed use by a Federal-aid highway contractor or subcontractor are also acceptable for use without the formal approval of the State highway agency or the division Administrator provided:
(i) The U.S. Department of Labor has clearly approved the program aspects relating to equal employment opportunity and the payment of trainee wage rates in lieu of prevailing wage rates.
(ii) They are reasonably calculated to qualify the average trainees for journeyman status in the classification concerned by the end of the training period.
(iii) They are administered in a manner calculated to meet the equal employment obligations of the contractors.
(g) The State highway agencies have the option of permitting Federal-aid highway construction contractors to bid on training to be given under this directive. The following procedures are to be utilized by those State highway agencies that elect to provide a bid item for training:
(1) The number of training positions shall continue to be specified in the Special Training Provisions. Furthermore, this number should be converted into an estimated number of hours of training which is to be used in arriving at the total bid price for the training item. Increases and decreases from the estimated amounts would be handled as overruns or underruns;
(2) A section concerning the method of payment should be included in the Special Training Provisions. Some offsite training is permissible as long as the training is an integral part of an approved training program and does not comprise a substantial part of the overall training. Furthermore, the trainee must be concurrently employed on a federally aided highway construction project subject to the Special Training Provisions attached to this directive. Reimbursement for offsite training may only be made to the contractor where he does one or more of the following: Contributes to the cost of the training, provides the instruction to the trainee, or pays the trainee's wages during the offsite training period;
(3) A State highway agency may modify the special provisions to specify the numbers to be trained in specific job classifications;
(4) A State highway agency can specify training standards provided any prospective bidder can use them, the training standards are made known in the advertised specifications, and such standards are found acceptable by FHWA.
[40 FR 28053, July 3, 1975; 40 FR 57358, Dec. 9, 1975, as amended at 41 FR 3080, Jan. 21, 1976]
§ 230.113 Implementation of supportive services.
(a) The State highway agency shall establish procedures, subject to the availability of funds under 23 U.S.C. 140(b), for the provision of supportive services in support of training programs approved under this directive. Funds made available to implement this paragraph shall not be used to finance the training of State highway agency employees or to provide services in support of such training. State highway agencies are not required to match funds allocated to them under this section.
(b) In determining the types of supportive services to be provided which will increase the effectiveness of approved training programs. State highway agencies shall give preference to the following types of services in the order listed:
(1) Services related to recruiting, counseling, transportation, physical examinations, remedial training, with special emphasis upon increasing training opportunities for members of minority groups and women;
(2) Services in connection with the administration of on-the-job training programs being sponsored by individual or groups of contractors and/or minority groups and women's groups;
(3) Services designed to develop the capabilities of prospective trainees for undertaking on-the-job training;
(4) Services in connection with providing a continuation of training during periods of seasonal shutdown;
(5) Followup services to ascertain outcome of training being provided.
(c) State highway agencies which desire to provide or obtain supportive services other than those listed above shall submit their proposals to the Federal Highway Administration for approval. The proposal, together with recommendations of the division and regional offices shall be submitted to the Administrator for appropriate action.
(d) When the State highway agency provides supportive services by contract, formal advertising is not required by the FHWA, however, the State highway agency shall solicit proposals from such qualified sources as will assure the competitive nature of the procurement. The evaluation of proposals by the State highway agency must include consideration of the proposer's ability to effect a productive relationship with contractors, unions (if appropriate), minority and women groups, minority and women trainees, and other persons or organizations whose cooperation and assistance will contribute to the successful performance of the contract work.
(e) In the selection of contractors to provide supportive services, State highway agencies shall make conscientious efforts to search out and utilize the services of qualified minority or women organizations, or minority or women business enterprises.
(f) As a minimum, State highway agency contracts to obtain supportive services shall include the following provisions:
(1) A statement that a primary purpose of the supportive services is to increase the effectiveness of approved on-the-job training programs, particularly their effectiveness in providing meaningful training opportunities for minorities, women, and the disadvantaged on Federal-aid highway projects;
(2) A clear and complete statement of the services to be provided under the contract, such as services to construction contractors, subcontractors, and trainees, for recruiting, counseling, remedial educational training, assistance in the acquisition of tools, special equipment and transportation, followup procedures, etc.;
(3) The nondiscrimination provisions required by Title VI of the Civil Rights Act of 1964 as set forth in FHWA Form PR-1273, and a statement of nondiscrimination in employment because of race, color, religion, national origin or sex;
(4) The establishment of a definite perriod of contract performance together with, if appropriate, a schedule stating when specific supportive services are to be provided;
(5) Reporting requirements pursuant to which the State highway agency will receive monthly or quarterly reports containing sufficient statistical data and narrative content to enable evaluation of both progress and problems;
(6) A requirement that the contractor keep track of trainees receiving training on Federal-aid highway construction projects for up to 6 months during periods when their training is interrupted. Such contracts shall also require the contractor to conduct a 6 month followup review of the employment status of each graduate who completes an on-the-job training program on a Federal-aid highway construction project subsequent to the effective date of the contract for supportive services.
(7) The basis of payment;
(8) An estimated schedule for expenditures;
(9) The right of access to contractor and subcontractor records and the right to audit shall be granted to authorize State highway agency and FHWA officials;
(10) Noncollusion certification;
(11) A requirement that the contractor provide all information necessary to support progress payments if such are provided for in the contract;
(12) A termination clause.
(g) The State highway agency is to furnish copies of the reports received under paragraph (b)(5) of this section, to the division office.
[40 FR 28053, July 3, 1975, as amended at 41 FR 3080, Jan. 21, 1976]
§ 230.115 Special contract requirements for “Hometown” or “Imposed” Plan areas.
Direct Federal and Federal-aid contracts to be performed in “Hometown” or “Imposed” Plan areas will incorporate the special provision set forth in appendix G.
§ 230.117 Reimbursement procedures (Federal-aid highway construction projects only).
(a) On-the-job special training provisions. State highway agencies will be reimbursed on the same pro-rata basis as the construction costs of the Federal-aid project.
(b) Supportive services. (1) The State highway agency must keep a separate account of supportive services funds since they cannot be interchanged with regular Federal-aid funds. In addition, these funds may not be expended in a manner that would provide for duplicate payment of Federal or Federal-aid funds for the same service.
(2) Where a State highway agency does not obligate all its funds within the time specified in the particular year's allocation directive, the funds shall revert to the FHWA Headquarters Office to be made available for use by other State highway agencies, taking into consideration each State's need for and ability to use such funds.
§ 230.119 Monitoring of supportive services.
Supportive services procured by a State highway agency shall be monitored by both the State highway agency and the division office.
§ 230.121 Reports.
(a) Employment reports on Federal-aid highway construction contracts not subject to “Hometown” or “Imposed” plan requirements.
(1) Paragraph 10c of the special provisions (appendix A) sets forth specific reporting requirements. FHWA Form PR-1391, Federal-Aid Highway Construction Contractors Annual EEO Report, (appendix C) and FHWA Form PR 1392, Federal-Aid Highway Construction Summary of Employment Data (including minority breakdown) for all Federal-Aid Highway Projects for month ending July 31st, 19—, (appendix D) are to be used to fulfill these reporting requirements.
(2) Form PR 1391 is to be completed by each contractor and each subcontractor subject to this part for every month of July during which work is performed, and submitted to the State highway agency. A separate report is to be completed for each covered contract or subcontract. The employment data entered should reflect the work force on board during all or any part of the last payroll period preceding the end of the month. The State highway agency is to forward a single copy of each report to the FHWA division office.
(3) Form PR 1392 is to be completed by the State highway agencies, summarizing the reports on PR 1391 for the month of July received from all active contractors and subcontractors. Three (3) copies of completed Forms PR 1392 are to be forwarded to the division office.
(b) Employment reports on direct Federal highway construction contracts not subject to “Hometown” or “Imposed” plan requirements. Forms PR 1391 (appendix C) and PR 1392 (appendix D) shall be used for reporting purposes as prescribed in § 230.121(a).
(c) Employment reports on direct Federal and Federal-aid highway construction contracts subject to “Hometown” or “Imposed” plan requirements.
(1) Reporting requirements for direct Federal and Federal-aid highway construction projects located in areas where “Hometown” or “Imposed” plans are in effect shall be in accordance with those issued by the U.S. Department of Labor, Office of Federal Contract Compliance.
(2) In order that we may comply with the U.S. Senate Committee on Public Works' request that the Federal Highway Administration submit a report annually on the status of the equal employment opportunity program, Form PR 1391 is to be completed annually by each contractor and each subcontractor holding contracts or subcontracts exceeding $10,000 except as otherwise provided for under 23 U.S.C. 117. The employment data entered should reflect the work force on board during all or any part of the last payroll period preceding the end of the month of July.
(d) [Reserved]
(e) Reports on supportive services contracts. The State highway agency is to furnish copies of the reports received from supportive services contractors to the FHWA division office which will furnish a copy to the regional office.
[40 FR 28053, July 3, 1975, as amended at 43 FR 19386, May 5, 1978; 61 FR 14616, Apr. 3, 1996]
Appendix A to Subpart A of Part 230 Special Provisions
specific equal employment opportunity responsibilities
1. General. a. Equal employment opportunity requirements not to discriminate and to take affirmative action to assure equal employment opportunity as required by Executive Order 11246 and Executive Order 11375 are set forth in Required Contract, Provisions (Form PR-1273 or 1316, as appropriate) and these Special Provisions which are imposed pursuant to section 140 of title 23 U.S.C., as established by section 22 of the Federal-Aid Highway Act of 1968. The requirements set forth in these Special Provisions shall constitute the specific affirmative action requirements for project activities under this contract and supplement the equal employment opportunity requirements set forth in the Required Contract Provisions.
b. The contractor will work with the State highway agencies and the Federal Government in carrying out equal employment opportunity obligations and in their review of his/her activities under the contract.
c. The contractor and all his/her subcontractors holding subcontracts not including material suppliers, of $10,000 or more, will comply with the following minimum specific requirement activities of equal employment opportunity: (The equal employment opportunity requirements of Executive Order 11246, as set forth in volume 6, chapter 4, section 1, subsection 1 of the Federal-Aid Highway Program Manual, are applicable to material suppliers as well as contractors and subcontractors.) The contractor will include these requirements in every subcontract of $10,000 or more with such modification of language as is necessary to make them binding on the subcontractor.
2. Equal Employment Opportunity Policy. The contractor will accept as his operating policy the following statement which is designed to further the provision of equal employment opportunity to all persons without regard to their race, color, religion, sex, or national origin, and to promote the full realization of equal employment opportunity through a positive continuing program:
It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, or national origin. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, preapprenticeship, and/or on-the-job training.
3. Equal Employment Opportunity Officer. The contractor will designate and make known to the State highway agency contracting officers and equal employment opportunity officer (hereinafter referred to as the EEO Officer) who will have the responsibility for and must be capable of effectively administering and promoting an active contractor program of equal employment opportunity and who must be assigned adequate authority and responsibility to do so.
4. Dissemination of Policy. a. All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's equal employment opportunity policy and contractual responsibilities to provide equal employment opportunity in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum:
(1) Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's equal employment opportunity policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer or other knowledgeable company official.
(2) All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer or other knowledgeable company official, covering all major aspects of the contractor's equal employment opportunity obligations within thirty days following their reporting for duty with the contractor.
(3) All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer or appropriate company official in the contractor's procedures for locating and hiring minority group employees.
b. In order to make the contractor's equal employment opportunity policy known to all employees, prospective employees and potential sources of employees, i.e., schools, employment agencies, labor unions (where appropriate), college placement officers, etc., the contractor will take the following actions:
(1) Notices and posters setting forth the contractor's equal employment opportunity policy will be placed in areas readily accessible to employees, applicants for employment and potential employees.
(2) The contractor's equal employment opportunity policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means.
5. Recruitment. a. When advertising for employees, the contractor will include in all advertisements for employees the notation: “An Equal Opportunity Employer.” All such advertisements will be published in newspapers or other publications having a large circulation among minority groups in the area from which the project work force would normally be derived.
b. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants, including, but not limited to, State employment agencies, schools, colleges and minority group organizations. To meet this requirement, the contractor will, through his EEO Officer, identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the contractor for employment consideration.
In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the contractor's compliance with equal employment opportunity contract provisions. (The U.S. Department of Labor has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Executive Order 11246, as amended.)
c. The contractor will encourage his present employees to refer minority group applicants for employment by posting appropriate notices or bulletins in areas accessible to all such employees. In addition, information and procedures with regard to referring minority group applicants will be discussed with employees.
6. Personnel Actions. Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, or national origin. The following procedures shall be followed:
a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel.
b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices.
c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons.
d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal.
7. Training and Promotion. a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment.
b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. In the event the Training Special Provision is provided under this contract, this subparagraph will be superseded as indicated in Attachment 2.
c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each.
d. The contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion.
8. Unions. If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of minority and female employees. Actions by the contractor either directly or through a contractor's association acting as agent will include the procedures set forth below:
a. The contractor will use best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment.
b. The contractor will use best efforts to incorporate an equal employment opportunity clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, or national origin.
c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the State highway department and shall set forth what efforts have been made to obtain such information.
d. In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, or national origin; making full efforts to obtain qualified and/or qualifiable minority group persons and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the State highway agency.
9. Subcontracting. a. The contractor will use his best efforts to solicit bids from and to utilize minority group subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of minority-owned construction firms from State highway agency personnel.
b. The contractor will use his best efforts to ensure subcontractor compliance with their equal employment opportunity obligations.
10. Records and Reports. a. The contractor will keep such records as are necessary to determine compliance with the contractor's equal employment opportunity obligations. The records kept by the contractor will be designed to indicate:
(1) The number of minority and nonminority group members and women employed in each work classification on the project.
(2) The progress and efforts being made in cooperation with unions to increase employment opportunities for minorities and women (applicable only to contractors who rely in whole or in part on unions as a source of their work force),
(3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees, and
(4) The progress and efforts being made in securing the services of minority group subcontractors or subcontractors with meaningful minority and female representation among their employees.
b. All such records must be retained for a period of three years following completion of the contract work and shall be available at reasonable times and places for inspection by authorized representatives of the State highway agency and the Federal Highway Administration.
c. The contractors will submit an annual report to the State highway agency each July for the duration of the project, indicating the number of minority, women, and non-minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form PR 1391. If on-the-job training is being required by “Training Special Provision”, the contractor will be required to furnish Form FHWA 1409.
[40 FR 28053, July 3, 1975, as amended at 43 FR 19386, May 5, 1978. Correctly redesignated at 46 FR 21156, Apr. 9, 1981]
Appendix B to Subpart A of Part 230 Training Special Provisions
This Training Special Provision supersedes subparagraph 7b of the Special Provision entitled “Specific Equal Employment Opportunity Responsibilities,” (Attachment 1), and is in implementation of 23 U.S.C. 140(a).
As part of the contractor's equal employment opportunity affirmative action program training shall be provided as follows:
The contractor shall provide on-the-job training aimed at developing full journeymen in the type of trade or job classification involved.
The number of trainees to be trained under the special provisions will be ________ (amount to be filled in by State highway department).
In the event that a contractor subcontracts a portion of the contract work, he shall determine how many, if any, of the trainees are to be trained by the subcontractor, provided, however, that the contractor shall retain the primary responsibility for meeting the training requirements imposed by this special provision. The contractor shall also insure that this training special provision is made applicable to such subcontract. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training.
The number of trainees shall be distributed among the work classifications on the basis of the contractor's needs and the availability of journeymen in the various classifications within a reasonable area of recruitment. Prior to commencing construction, the contractor shall submit to the State highway agency for approval the number of trainees to be trained in each selected classification and training program to be used. Furthermore, the contractor shall specify the starting time for training in each of the classifications. The contractor will be credited for each trainee employed by him on the contract work who is currently enrolled or becomes enrolled in an approved program and will be reimbursed for such trainees as provided hereinafter.
Training and upgrading of minorities and women toward journeymen status is a primary objective of this Training Special Provision. Accordingly, the contractor shall make every effort to enroll minority trainees and women (e.g., by conducting systematic and direct recruitment through public and private sources likely to yield minority and women trainees) to the extent that such persons are available within a reasonable area of recruitment. The contractor will be responsible for demonstrating the steps that he has taken in pursuance thereof, prior to a determination as to whether the contractor is in compliance with this Training Special Provision. This training commitment is not intended, and shall not be used, to discriminate against any applicant for training, whether a member of a minority group or not.
No employee shall be employed as a trainee in any classification in which he has successfully completed a training course leading to journeyman status or in which he has been employed as a journeyman. The contractor should satisfy this requirement by including appropriate questions in the employee application or by other suitable means. Regardless of the method used the contractor's records should document the findings in each case.
The minimum length and type of training for each classification will be as established in the training program selected by the contractor and approved by the State highway agency and the Federal Highway Administration. The State highway agency and the Federal Highway Administration shall approve a program if it is reasonably calculated to meet the equal employment opportunity obligations of the contractor and to qualify the average trainee for journeyman status in the classification concerned by the end of the training period. Furthermore, apprenticeship programs registered with the U.S. Department of Labor, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau and training programs approved but not necessarily sponsored by the U.S. Department of Labor, Manpower Administration, Bureau of Apprenticeship and Training shall also be considered acceptable provided it is being administered in a manner consistent with the equal employment obligations of Federal-aid highway construction contracts. Approval or acceptance of a training program shall be obtained from the State prior to commencing work on the classification covered by the program. It is the intention of these provisions that training is to be provided in the construction crafts rather than clerk-typists or secretarial-type positions. Training is permissible in lower level management positions such as office engineers, estimators, timekeepers, etc., where the training is oriented toward construction applications. Training in the laborer classification may be permitted provided that significant and meaningful training is provided and approved by the division office. Some offsite training is permissible as long as the training is an integral part of an approved training program and does not comprise a significant part of the overall training.
Except as otherwise noted below, the contractor will be reimbursed 80 cents per hour of training given an employee on this contract in accordance with an approved training program. As approved by the engineer, reimbursement will be made for training persons in excess of the number specified herein. This reimbursement will be made even though the contractor receives additional training program funds from other sources, provided such other does not specifically prohibit the contractor from receiving other reimbursement. Reimbursement for offsite training indicated above may only be made to the contractor where he does one or more of the following and the trainees are concurrently employed on a Federal-aid project; contributes to the cost of the training, provides the instruction to the trainee or pays the trainee's wages during the offsite training period.
No payment shall be made to the contractor if either the failure to provide the required training, or the failure to hire the trainee as a journeyman, is caused by the contractor and evidences a lack of good faith on the part of the contractor in meeting the requirements of this Training Special Provision. It is normally expected that a trainee will begin his training on the project as soon as feasible after start of work utilizing the skill involved and remain on the project as long as training opportunities exist in his work classification or until he has completed his training program. It is not required that all trainees be on board for the entire length of the contract. A contractor will have fulfilled his responsibilities under this Training Special Provision if he has provided acceptable training to the number of trainees specified. The number trained shall be determined on the basis of the total number enrolled on the contract for a significant period.
Trainees will be paid at least 60 percent of the appropriate minimum journeyman's rate specified in the contract for the first half of the training period, 75 percent for the third quarter of the training period, and 90 percent for the last quarter of the training period, unless apprentices or trainees in an approved existing program are enrolled as trainees on this project. In that case, the appropriate rates approved by the Departments of Labor or Transportation in connection with the existing program shall apply to all trainees being trained for the same classification who are covered by this Training Special Provision.
The contractor shall furnish the trainee a copy of the program he will follow in providing the training. The contractor shall provide each trainee with a certification showing the type and length of training satisfactorily completed.
The contractor will provide for the maintenance of records and furnish periodic reports documenting his performance under this Training Special Provision.
[40 FR 28053, July 3, 1975. Correctly redesignated at 46 FR 21156, Apr. 9, 1981]
Appendix D to Subpart A of Part 230 Federal-Aid Highway Construction Summary of Employment Data (Form PR-1392)
General Information and Instructions
This form is to be developed from the “Contractor's Annual EEO Report.” This data is to be compiled by the State and submitted annually. It should reflect the total employment on all Federal-Aid Highway Projects in the State as of July 31st. The staffing figures to be reported should represent the project work force on board in all or any part of the last payroll period preceding the end of July. The staffing figures to be reported in Table A should include journey-level men and women, apprentices, and on-the-job trainees. Staffing figures to be reported in Table B should include only apprentices and on-the-job trainees as indicated.
Entries made for “Job Categories” are to be confined to the listing shown. Miscellaneous job classifications are to be incorporated in the most appropriate category listed on the form. All employees on projects should thus be accounted for.
This information will be useful in complying with the U.S. Senate Committee on Public Works request that the Federal Highway Administration submit a report annually on the status of the Equal Employment Opportunity Program, its effectiveness, and progress made by the States and the Administration in carrying out section 22(A) of the Federal-Aid Highway Act of 1968. In addition, the form should be used as a valuable tool for States to evaluate their own programs for ensuring equal opportunity.
It is requested that States submit this information annually to the FHWA Divisions no later than September 25.
Line 01—State & Region Code. Enter the 4-digit code from the list below.
Alabama | 01-04 | Montana | 30-08
Alaska | 02-10 | Nebraska | 31-07
Arizona | 04-09 | Nevada | 32-09
Arkansas | 05-06 | New Hampshire | 33-01
California | 06-09 | New Jersey | 34-01
Colorado | 08-08 | New Mexico | 35-06
Delaware | 10-03 | North Carolina | 37-04
District of Columbia | 11-03 | North Dakota | 38-08
Florida | 12-04 | Ohio | 39-05
Georgia | 13-04 | Oklahoma | 40-06
Hawaii | 15-09 | Oregon | 41-10
Idaho | 16-10 | Pennsylvania | 42-03
Illinois | 17-05 | Puerto Rico | 43-01
Iowa | 19-07 | South Carolina | 45-04
Kansas | 20-07 | South Dakota | 46-08
Kentucky | 21-04 | Tennessee | 47-04
Louisiana | 22-06 | Texas | 48-06
Maine | 23-01 | Utah | 49-08
Maryland | 24-03 | Vermont | 50-01
Massachusetts | 25-01 | Virginia | 51-03
Michigan | 26-05 | Washington | 53-10
Minnesota | 27-05 | West Virginia | 54-03
Mississippi | 28-04 | Wisconsin | 55-05
Missouri | 29-07 | Wyoming | 56-08
(23 U.S.C. sec. 140(a), 315, 49 CFR 1.48(b))
[44 FR 46832, Aug. 8, 1979. Correctly redesignated at 46 FR 21156, Apr. 9, 1981, and amended at 56 FR 4721, Feb. 6, 1991]
Appendix G to Subpart A of Part 230 Special Reporting Requirements for “Hometown” or “Imposed” Plan Areas
In addition to the reporting requirements set forth elsewhere in this contract the contractor and the subcontractors holding subcontracts, not including material suppliers, of $10,000 or more, shall submit for every month of July during which work is performed, employment data as contained under Form PR-1391 (appendix C to 23 CFR part 230) and in accordance with the instructions included thereon.
[40 FR 28053, July 3, 1975. Correctly redesignated at 46 FR 21156, Apr. 9, 1981]
Subpart B Supportive Services for Minority, Disadvantaged, and Women Business Enterprises
Source: 50 FR 51243, Dec. 16, 1985, unless otherwise noted.
§ 230.201 Purpose.
To prescribe the policies, procedures, and guidance to develop, conduct, and administer supportive services assistance programs for minority, disadvantaged, and women business enterprises.
§ 230.202 Definitions.
(a) Minority Business Enterprise, as used in this subpart, refers to all small businesses which participate in the Federal-aid highway program as a minority business enterprise (MBE), women business enterprise (WBE), or disadvantaged business enterprise (DBE), all defined under 49 CFR part 23. This expanded definition is used only in this subpart as a simplified way of defining the firms eligible to benefit from this supportive services program.
(b) Supportive Services means those services and activities provided in connection with minority business enterprise programs which are designed to increase the total number of minority businesses active in the highway program and contribute to the growth and eventual self-sufficiency of individual minority businesses so that such businesses may achieve proficiency to compete, on an equal basis, for contracts and subcontracts.
(c) State highway agency means that department, commission, board, or official of any State charged by its laws with the responsibility for highway construction. The term State is considered equivalent to State highway agency if the context so implies.
§ 230.203 Policy.
Based on the provisions of Pub. L. 97-424, dated January 6, 1983, it is the policy of the Federal Highway Administration (FHWA) to promote increased participation of minority business enterprises in Federal-aid highway contracts in part through the development and implementation of cost effective supportive services programs through the State highway agencies.
§ 230.204 Implementation of supportive services.
(a) Subject to the availability of funds under 23 U.S.C. 140(c), the State highway agency shall establish procedures to develop, conduct, and administer minority business enterprise training and assistance programs specifically for the benefit of women and minority businesses. Supportive services funds allocated to the States shall not be used to finance the training of State highway agency employees or to provide services in support of such training. State highway agencies are not required to match funds allocated to them under this section. Individual States are encouraged to be actively involved in the provision of supportive services. Such involvement can take the form of staff, funding, and/or direct assistance to augment the supportive services efforts financed by Federal-aid funds.
(b) State highway agencies shall give preference to the following types of services:
(1) Services relating to identification, prequalification, and certification assistance, with emphasis on increasing the total number of legitimate minority business enterprises participating in the Federal-aid highway program;
(2) Services in connection with estimating, bidding, and technical assistance designed to develop and improve the capabilities of minority businesses and assist them in achieving proficiency in the technical skills involved in highway construction;
(3) Services designed to develop and improve the immediate and long-term business management, recordkeeping, and financial accounting capabilities;
(4) Services to assist minority business enterprises to become eligible for and to obtain bonding and financial assistance;
(5) Services relating to verification procedures to ensure that only bona fide minority business enterprises are certified as eligible for participation in the Federal-aid highway program;
(6) Follow-up services to ascertain the outcome of training and assistance being provided; and
(7) Other services which contribute to long-term development, increased opportunities, and eventual self-sufficiency of minority business enterprises.
(c) A detailed work statement of the supportive services which the State highway agency considers to meet the guidance under this regulation and a program plan for meeting the requirements of paragraph (b) of this section and accomplishing other objectives shall be submitted to the FHWA for approval.
(d) State highway agencies which desire to provide or obtain services other than those listed in paragraph (b) of this section shall submit their proposals to the FHWA for approval.
(e) When the State highway agency provides supportive services by contract, formal advertising is not required by FHWA; however, the State highway agency shall solicit proposals from such qualified sources as will assure the competitive nature of the procurement. The evaluation of proposals by the State highway agency must include consideration of the proposer's ability to effect a productive relationship with majority and minority contractors, contractors' associations, minority groups, and other persons or organizations whose cooperation and assistance will increase the opportunities for minority business enterprises to compete for and perform contracts and subcontracts.
(f) In the selection of contractors to perform supportive services, State highway agencies shall make conscientious efforts to search out, and utilize the services of qualified minority or women organizations, or minority or women enterprises.
(g) As a minimum, State highway agency contracts to obtain supportive services shall include the following provisions:
(1) A statement that a primary purpose of the supportive services is to increase the total number of minority firms participating in the Federal-aid highway program and to contribute to the growth and eventual self-sufficiency of minority firms;
(2) A statement that supportive services shall be provided only to those minority business enterprises determined to be eligible for participation in the Federal-aid highway program in accordance with 49 CFR part 23 and have a work specialty related to the highway construction industry;
(3) A clear and complete statement of the services to be provided under the contract, such as technical assistance, managerial assistance, counseling, certification assistance, and follow-up procedures as set forth in § 230.204(b) of this part;
(4) The nondiscrimination provisions required by Title VI of the Civil Rights Act of 1964 as set forth in Form FHWA-1273, Required Contract Provisions, Federal-Aid Construction Contracts, 1 and a statement of nondiscrimination in employment because of race, color, religion, sex, or national origin;
1 Form FHWA-1273 is available for inspection and copying at the locations given in 49 CFR part 7, appendix D, under Document Inspection Facilities, and at all State highway agencies.
(5) The establishment of a definite period of contract performance together with, if appropriate, a schedule stating when specific supportive services are to be provided;
(6) Monthly or quarterly reports to the State highway agency containing sufficient data and narrative content to enable evaluation of both progress and problems;
(7) The basis of payment;
(8) An estimated schedule for expenditures;
(9) The right of access to records and the right to audit shall be granted to authorize State highway agency and FHWA officials;
(10) Noncollusion certification;
(11) A requirement that the contractor provide all information necessary to support progress payments if such are provided for in the contract; and
(12) A termination clause.
(h) The State highway agency is to furnish copies of the reports received under paragraph (g)(6) of this section to the FHWA division office.
[50 FR 51243, Dec. 16, 1985, as amended at 52 FR 36922, Oct. 2, 1987]
§ 230.205 Supportive services funds obligation.
Supportive services funds shall be obligated in accordance with the procedures set forth in § 230.117(b) of this part. The point of obligation is defined as that time when the FHWA has approved a detailed work statement for the supportive services.
§ 230.206 Monitoring supportive services.
Supportive services programs shall be continually monitored and evaluated by the State highway agency so that needed improvements can be identified and instituted. This requires the documentation of valid effectiveness measures by which the results of program efforts may be accurately assessed.
§ 230.207 Sources of assistance.
It is the policy of the FHWA that all potential sources of assistance to minority business enterprises be utilized. The State highway agency shall take actions to ensure that supportive services contracts reflect the availability of all sources of assistance in order to maximize resource utilization and avoid unnecessary duplication.
C Subpart C [Reserved]
Subpart D Construction Contract Equal Opportunity Compliance Procedures
Source: 41 FR 34239, Aug. 13, 1976, unless otherwise noted.
§ 230.401 Purpose.
The purpose of the regulations in this subpart is to prescribe policies and procedures to standardize the implementation of the equal opportunity contract compliance program, including compliance reviews, consolidated compliance reviews, and the administration of areawide plans.
§ 230.403 Applicability.
The procedures set forth hereinafter apply to all nonexempt direct Federal and Federal-aid highway construction contracts and subcontracts, unless otherwise specified.
§ 230.405 Administrative responsibilities.
(a) Federal Highway Administration (FHWA) responsibilities. (1) The FHWA has the responsibility to ensure that contractors meet contractural equal opportunity requirements under E.O. 11246, as amended, and title 23 U.S.C., and to provide guidance and direction to States in the development and implementation of a program to assure compliance with equal opportunity requirements.
(2) The Federal Highway Administrator or a designee may inquire into the status of any matter affecting the FHWA equal opportunity program and, when considered necessary, assume jurisdiction over the matter, proceeding in coordination with the State concerned. This is without derogation of the authority of the Secretary of Transportation, Department of Transportation (DOT), the Director, DOT Departmental Office of Civil Rights (OCR) or the Director, Office of Federal Contract Compliance Programs (OFCCP), Department of Labor.
(3) Failure of the State highway agency (SHA) to discharge the responsibilities stated in § 230.405(b)(1) may result in DOT's taking any or all of the following actions (see appendix A to 23 CFR part 630, subpart C “Federal-aid project agreement”):
(i) Cancel, terminate, or suspend the Federal-aid project agreement in whole or in part;
(ii) Refrain from extending any further assistance to the SHA under the program with respect to which the failure or refusal occurred until satisfactory assurance of future compliance has been received from the SHA; and
(iii) Refer the case to an appropriate Federal agency for legal proceedings.
(4) Action by the DOT, with respect to noncompliant contractors, shall not relieve a SHA of its responsibilities in connection with these same matters; nor is such action by DOT a substitute for corrective action utilized by a State under applicable State laws or regulations.
(b) State responsibilities. (1) The SHA's, as contracting agencies, have a responsibility to assure compliance by contractors with the requirements of Federal-aid construction contracts, including the equal opportunity requirements, and to assist in and cooperate with FHWA programs to assure equal opportunity.
(2) The corrective action procedures outlined herein do not preclude normal contract administration procedures by the States to ensure the contractor's completion of specific contract equal opportunity requirements, as long as such procedures support, and sustain the objectives of E.O. 11246, as amended. The State shall inform FHWA of any actions taken against a contractor under normal State contract administration procedures, if that action is precipitated in whole or in part by noncompliance with equal opportunity contract requirements.
§ 230.407 Definitions.
For the purpose of this subpart, the following definitions shall apply, unless the context requires otherwise:
(a) Actions, identified by letter and number, shall refer to those items identified in the process flow chart. (Appendix D);
(b) Affirmative Action Plan means a written positive management tool of a total equal opportunity program indicating the action steps for all organizational levels of a contractor to initiate and measure equal opportunity program progress and effectiveness. (The Special Provisions [23 CFR part 230 A, appendix A] and areawide plans are Affirmative Action Plans.);
(c) Affirmative Actions means the efforts exerted towards achieving equal opportunity through positive, aggressive, and continuous result-oriented measures to correct past and present discriminatory practices and their effects on the conditions and privileges of employment. These measures include, but are not limited to, recruitment, hiring, promotion, upgrading, demotion, transfer, termination, compensation, and training;
(d) Areawide Plan means an Affirmative Action Plan approved by the Department of Labor to increase minority and female utilization in crafts of the construction industry in a specified geographical area pursuant to E.O. 11246, as amended, and taking the form of either a “Hometown” or an “Imposed” Plan.
(1) Hometown Plan means a voluntary areawide agreement usually developed by representatives of labor unions, minority organizations, and contractors, and approved by the OFCCP for the purpose of implementing the equal employment opportunity requirements pursuant to E.O. 11246, as amended;
(2) Imposed Plan means mandatory affirmative action requirements for a specified geographical area issued by OFCCP and, in some areas, by the courts;
(e) Compliance Specialist means a Federal or State employee regularly employed and experienced in civil rights policies, practices, procedures, and equal opportunity compliance review and evaluation functions;
(f) Consolidated Compliance Review means a review and evaluation of all significant construction employment in a specific geographical (target) area;
(g) Construction shall have the meanings set forth in 41 CFR 60-1.3(e) and 23 U.S.C. 101(a). References in both definitions to expenses or functions incidental to construction shall include preliminary engineering work in project development or engineering services performed by or for a SHA;
(h) Corrective Action Plan means a contractor's unequivocal written and signed commitment outlining actions taken or proposed, with time limits and goals, where appropriate to correct, compensate for, and remedy each violation of the equal opportunity requirements as specified in a list of deficiencies. (Sometimes called a conciliation agreement or a letter of commitment.);
(i) Contractor means, any person, corporation, partnership, or unincorporated association that holds a FHWA direct or federally assisted construction contract or subcontract regardless of tier;
(j) Days shall mean calendar days;
(k) Discrimination means a distinction in treatment based on race, color, religion, sex, or national origin;
(l) Equal Employment Opportunity means the absence of partiality or distinction in employment treatment, so that the right of all persons to work and advance on the basis of merit, ability, and potential is maintained;
(m) Equal Opportunity Compliance Review means an evaluation and determination of a nonexempt direct Federal or Federal-aid contractor's or subcontractor's compliance with equal opportunity requirements based on:
(1) Project work force—employees at the physical location of the construction activity;
(2) Area work force—employees at all Federal-aid, Federal, and non-Federal projects in a specific geographical area as determined under § 230.409 (b)(9); or
(3) Home office work force—employees at the physical location of the corporate, company, or other ownership headquarters or regional managerial, offices, including “white collar” personnel (managers, professionals, technicians, and clericals) and any maintenance or service personnel connected thereto;
(n) Equal Opportunity Requirements is a general term used throughout this document to mean all contract provisions relative to equal employment opportunity (EEO), subcontracting, and training;
(o) Good Faith Effort means affirmative action measures designed to implement the established objectives of an Affirmative Action Plan;
(p) Show Cause Notice means a written notification to a contractor based on the determination of the reviewer (or in appropriate cases by higher level authority) to be in noncompliance with the equal opportunity requirements. The notice informs the contractor of the specific basis for the determination and provides the opportunity, within 30 days from receipt, to present an explanation why sanctions should not be imposed;
(q) State highway agency (SHA) means that department, commission, board, or official of any State charged by its laws with the responsibility for highway construction. The term State should be considered equivalent to State highway agency. With regard to direct Federal contracts, references herein to SHA's shall be considered to refer to FHWA regional offices, as appropriate.
§ 230.409 Contract compliance review procedures.
(a) General. A compliance review consists of the following elements:
(1) Review Scheduling (Actions R-1 and R-2).
(2) Contractor Notification (Action R-3).
(3) Preliminary Analysis (Phase I) (Action R-4).
(4) Onsite Verification and Interviews (Phase II) (Action R-5).
(5) Exit Conference (Action R-6).
(6) Compliance Determination and Formal Notification (Actions R-8, R-9, R-10, R-11, R-12).
The compliance review procedure, as described herein and in appendix D provides for continual monitoring of the employment process. Monitoring officials at all levels shall analyze submissions from field offices to ensure proper completion of procedural requirements and to ascertain the effectiveness of program implementation.
(b) Review scheduling. (Actions R-1 and R-2). Because construction work forces are not constant, particular attention should be paid to the proper scheduling of equal opportunity compliance reviews. Priority in scheduling equal opportunity compliance reviews shall be given to reviewing those contractor's work forces:
(1) Which hold the greatest potential for employment and promotion of minorities and women (particularly in higher skilled crafts or occupations);
(2) Working in areas which have significant minority and female labor forces within a reasonable recruitment area;
(3) Working on projects that include special training provisions; and
(4) Where compliance with equal opportunity requirements is questionable. (Based on previous PR-1391's (23 CFR part 230, subpart A, appendix C) Review Reports and Hometown Plan Reports).
In addition, the following considerations shall apply:
(5) Reviews specifically requested by the Washington Headquarters shall receive priority scheduling;
(6) Compliance Reviews in geographical areas covered by areawide plans would normally be reviewed under the Consolidated Compliance Review Procedures set forth in § 230.415.
(7) Reviews shall be conducted prior to or during peak employment periods.
(8) No compliance review shall be conducted that is based on a home office work force of less than 15 employees unless requested or approved by Washington Headquarters; and
(9) For compliance reviews based on an area work force (outside of areawide plan coverage), the Compliance Specialist shall define the applicable geographical area by considering:
(i) Union geographical boundaries;
(ii) The geographical area from which the contractor recruits employees, i.e., reasonable recruitment area;
(iii) Standard Metropolitan Statistical Area (SMSA) or census tracts; and
(iv) The county in which the Federal or Federal-aid project(s) is located and adjacent counties.
(c) Contractor notification (Action R-3). (1) The Compliance Specialist should usually provide written notification to the contractor of the pending compliance review at least 2 weeks prior to the onsite verification and interviews. This notification shall include the scheduled date(s), an outline of the mechanics and basis of the review, requisite interviews, and documents required.
(2) The contractor shall be requested to provide a meeting place on the day of the visit either at the local office of the contractor or at the jobsite.
(3) The contractor shall be requested to supply all of the following information to the Compliance Specialist prior to the onsite verification and interviews.
(i) Current Form PR-1391 developed from the most recent payroll;
(ii) Copies of all current bargaining agreements;
(iii) Copies of purchase orders and subcontracts containing the EEO clause;
(iv) A list of recruitment sources available and utilized;
(v) A statement of the status of any action pertaining to employment practices taken by the Equal Employment Opportunity Commission (EEOC) or other Federal, State, or local agency regarding the contractor or any source of employees;
(vi) A list of promotions made during the past 6 months, to include race, national origin, and sex of employee, previous job held, job promoted into; and corresponding wage rates;
(vii) An annotated payroll to show job classification, race, national origin and sex;
(viii) A list of minority- or female-owned companies contacted as possible subcontractors, vendors, material suppliers, etc.; and
(ix) Any other necessary documents or statements requested by the Compliance Specialist for review prior to the actual onsite visit.
(4) For a project review, the prime contractor shall be held responsible for ensuring that all active subcontractors are present at the meeting and have supplied the documentation listed in § 230.409(c)(3).
(d) Preliminary analysis (Phase I) (Action R-4). Before the onsite verification and interviews, the Compliance Specialist shall analyze the employment patterns, policies, practices, and programs of the contractor to determine whether or not problems exist by reviewing information relative to:
(1) The contractor's current work force;
(2) The contractor's relationship with referral sources, e.g., unions, employment agencies, community action agencies, minority and female organizations, etc.;
(3) The minority and female representation of sources;
(4) The availability of minorities and females with requisite skills in a reasonable recruitment area;
(5) Any pending EEOC or Department of Justice cases or local or State Fair Employment Agency cases which are relevant to the contractor and/or the referral sources; and
(6) The related projects (and/or contractor) files of FHWA regional or division and State Coordinator's offices to obtain current information relating to the status of the contractor's project(s), value, scheduled duration, written corrective action plans, PR-1391 or Manpower Utilization Reports, training requirements, previous compliance reviews, and other pertinent correspondence and/or reports.
(e) Onsite verification and interviews (Phase II) (Action R-5). (1) Phase II of the review consists of the construction or home office site visit(s). During the initial meeting with the contractor, the following topics shall be discussed:
(i) Objectives of the visit;
(ii) The material submitted by the contractor, including the actual implementation of the employee referral source system and any discrepancies found in the material; and
(iii) Arrangements for the site tour(s) and employee interviews.
(2) The Compliance Specialist shall make a physical tour of the employment site(s) to determine that:
(i) EEO posters are displayed in conspicuous places in a legible fashion;
(ii) Facilities are provided on a nonsegregated basis (e.g. work areas, washroom, timeclocks, locker rooms, storage areas, parking lots, and drinking fountains);
(iii) Supervisory personnel have been oriented to the contractor's EEO commitments;
(iv) The employee referral source system is being implemented;
(v) Reported employment data is accurate;
(vi) Meetings have been held with employees to discuss EEO policy, particularly new employees; and
(vii) Employees are aware of their right to file complaints of discrimination.
(3) The Compliance Specialist should interview at least one minority, one nonminority, and one woman in each trade, classification, or occupation. The contractor's superintendent or home office manager should also be interviewed.
(4) The Compliance Specialist shall, on a sample basis, determine the union membership status of union employees on the site (e.g. whether they have permits, membership cards, or books, and in what category they are classified [e.g., A, B, or C]).
(5) The Compliance Specialist shall also determine the method utilized to place employees on the job and whether equal opportunity requirements have been followed.
(6) The Compliance Specialist shall determine, and the report shall indicate the following:
(i) Is there reasonable representation and utilization of minorities and women in each craft, classification or occupation? If not, what has the contractor done to increase recruitment, hiring, upgrading, and training of minorities and women?
(ii) What action is the contractor taking to meet the contractual requirement to provide equal employment opportunity?
(iii) Are the actions taken by the contractor acceptable? Could they reasonably be expected to result in increased utilization of minorities and women?
(iv) Is there impartiality in treatment of minorities and women?
(v) Are affirmative action measures of an isolated nature or are they continuing?
(vi) Have the contractor's efforts produced results?
(f) Exit conference (Action R-6). (1) During the exit conference with the contractor, the following topics shall be discussed:
(i) Any preliminary findings that, if not corrected immediately or not corrected by the adoption of an acceptable voluntary corrective action plan, would necessitate a determination of noncompliance;
(ii) The process and time in which the contractor shall be informed of the final determination (15 days following the onsite verification and interviews); and
(iii) Any other matters that would best be resolved before concluding the onsite portion of the review.
(2) Voluntary corrective action plans may be negotiated at the exit conference, so that within 15 days following the exit portion of the review, the Compliance Specialist shall prepare the review report and make a determination of either:
(i) Compliance, and so notify the contractor; or
(ii) Noncompliance, and issue a 30-day show cause notice.
The acceptance of a voluntary corrective action plan at the exit conference does not preclude a determination of noncompliance, particularly if deficiencies not addressed by the plan are uncovered during the final analysis and report writing. (Action R-7) A voluntary corrective action plan should be accepted with the understanding that it only address those problems uncovered prior to the exit conference.
(g) Compliance determinations (Action R-8). (1) The evidence obtained at the compliance review shall constitute a sufficient basis for an objective determination by the Compliance Specialist conducting the review of the contractor's compliance or noncompliance with contractual provisions pursuant to E.O. 11246, as amended, and FHWA EEO Special Provisions implementing the Federal-Aid Highway Act of 1968, where applicable.
(2) Compliance determinations on contractors working in a Hometown Plan Area shall reflect the status of those crafts covered by part II of the plan bid conditions. Findings regarding part I crafts shall be transmitted through channels to the Washington Headquarters, Office of Civil Rights.
(3) The compliance status of the contractor will usually be reflected by positive efforts in the following areas:
(i) The contractor's equal employment opportunity (EEO) policy;
(ii) Dissemination of the policy and education of supervisory employees concerning their responsibilities in implementing the EEO policy;
(iii) The authority and responsibilities of the EEO officer;
(iv) The contractor's recruitment activities, especially establishing minority and female recruitment and referral procedures;
(v) The extent of participation and minority and female utilization in FHWA training programs;
(vi) The contractor's review of personnel actions to ensure equal opportunities;
(vii) The contractor's participation in apprenticeship or other training;
(viii) The contractor's relationship (if any) with unions and minority and female union membership;
(ix) Effective measures to assure nonsegregated facilities, as required by contract provisions;
(x) The contractor's procedures for monitoring subcontractors and utilization of minority and female subcontractors and/or subcontractors with substantial minority and female employment; and
(xi) The adequacy of the contractor's records and reports.
(4) A contractor shall be considered to be in compliance (Action R-9) when the equal opportunity requirements have been effectively implemented, or there is evidence that every good faith effort has been made toward achieving this end. Efforts to acheive this goal shall be result-oriented, initiated and maintained in good faith, and emphasized as any other vital management function.
(5) A contractor shall be considered to be in noncompliance (Action R-10) when:
(i) The contractor has discriminated against applicants or employees with respect to the conditions or privileges of employment; or
(ii) The contractor fails to provide evidence of every good faith effort to provide equal opportunity.
(h) Show cause procedures—(1) General. Once the onsite verification and exit conference (Action R-5) have been completed and a compliance determination made, (Action R-8), the contractor shall be notified in writing of the compliance determination. (Action R-11 or R-12) This written notification shall be sent to the contractor within 15 days following the completion of the onsite verification and exit conference. If a contractor is found in noncompliance (Action R-10), action efforts to bring the contractor into compliance shall be initiated through the issuance of a show cause notice (Action R-12). The notice shall advise the contractor to show cause within 30 days why sanctions should not be imposed.
(2) When a show cause notice is required. A show cause notice shall be issued when a determination of noncompliance is made based upon:
(i) The findings of a compliance review;
(ii) The results of an investigation which verifies the existence of discrimination; or
(iii) Areawide plan reports that show an underutilization of minorities (based on criteria of U.S. Department of Labor's Optional Form 66 “Manpower Utilization Report”) throughout the contractor's work force covered by part II of the plan bid conditions.
(3) Responsibility for issuance. (i) Show cause notices will normally be issued by SHA's to federally assisted contractors when the State has made a determination of noncompliance, or when FHWA has made such a determination and has requested the State to issue the notice.
(ii) When circumstances warrant, the Regional Federal Highway Administrator or a designee may exercise primary compliance responsibility by issuing the notice directly to the contractor.
(iii) The Regional Federal Highway Administrators in Regions 8, 10, and the Regional Engineer in Region 15, shall issue show cause notices to direct Federal contractors found in noncompliance.
(4) Content of show cause notice. The show cause notice must: (See sample—appendix A of this subpart)
(i) Notify the contractor of the determination of noncompliance;
(ii) Provide the basis for the determination of noncompliance;
(iii) Notify the contractor of the obligation to show cause within 30 days why formal proceedings should not be instituted;
(iv) Schedule (date, time, and place) a compliance conference to be held approximately 15 days from the contractor's receipt of the notice;
(v) Advise the contractor that the conference will be held to receive and discuss the acceptability of any proposed corrective action plan and/or correction of deficiencies; and
(vi) Advise the contractor of the availability and willingness of the Compliance Specialist to conciliate within the time limits of the show cause notice.
(5) Preparing and processing the show cause notice. (i) The State or FHWA official who conducted the investigation or review shall develop complete background data for the issuance of the show cause notice and submit the recommendation to the head of the SHA or the Regional Federal Highway Administrator, as appropriate.
(ii) The recommendation, background data, and final draft notice shall be reviewed by appropriate State or FHWA legal counsel.
(iii) Show cause notices issued by the SHA shall be issued by the head of that agency or a designee.
(iv) The notice shall be personally served to the contractor or delivered by certified mail, return receipt requested, with a certificate of service or the return receipt filed with the case record.
(v) The date of the contractor's receipt of the show cause notice shall begin the 30-day show cause period. (Action R-13).
(vi) The 30-day show cause notice shall be issued directly to the noncompliant contractor or subcontractor with an informational copy sent to any concerned prime contractors.
(6) Conciliation efforts during show cause period. (i) The Compliance Specialist is required to attempt conciliation with the contractor throughout the show cause time period. Conciliation and negotiation efforts shall be directed toward correcting contractor program deficiencies and initiating corrective action which will maintain and assure equal opportunity. Records shall be maintained in the State, FHWA division, or FHWA regional office's case files, as appropriate, indicating actions and reactions of the contractor, a brief synopsis of any meetings with the contractor, notes on verbal communication and written correspondence, requests for assistance or interpretations, and other relevant matters.
(ii) In instances where a contractor is determined to be in compliance after a show cause notice has been issued, the show cause notice will be recinded and the contractor formally notified (Action R-17). The FHWA Washington Headquarters, Office of Civil Rights, shall immediately be notified of any change in status.
(7) Corrective action plans. (i) When a contractor is required to show cause and the deficiencies cannot be corrected within the 30-day show cause period, a written corrective action plan may be accepted. The written corrective action plan shall specify clear unequivocal action by the contractor with time limits for completion. Token actions to correct cited deficiencies will not be accepted. (See Sample Corrective Action Plan—appendix B of this subpart)
(ii) When a contractor submits an acceptable written corrective action plan, the contractor shall be considered in compliance during the plan's effective implementation and submission of required progress reports. (Action R-15 and R-17).
(iii) When an acceptable corrective action plan is not agreed upon and the contractor does not otherwise show cause as required, the formal hearing process shall be recommended through appropriate channels by the compliance specialist immediately upon expiration of the 30-day show cause period. (Action R-16, R-18, R-19)
(iv) When a contractor, after having submitted an acceptable corrective action plan and being determined in compliance is subsequently determined to be in noncompliance based upon the contractor's failure to implement the corrective action plan, the formal hearing process must be recommended immediately. There are no provisions for reinstituting a show cause notice.
(v) When, however, a contractor operating under an acceptable corrective action plan carries out the provisions of the corrective action plan but the actions do not result in the necessary changes, the corrective action plan shall be immediately amended through negotiations. If, at this point, the contractor refuses to appropriately amend the corrective action plan, the formal hearing process shall be recommended immediately.
(vi) A contractor operating under an approved voluntary corrective action plan (i.e., plan entered into prior to the issuance of a show cause) must be issued a 30-day show cause notice in the situations referred to in paragraphs (h) (7) (iv) and (v) of this section, i.e., failure to implement an approved corrective action plan or failure of corrective actions to result in necessary changes.
(i) Followup reviews. (1) A followup review is an extension of the initial review process to verify the contractors performance of corrective action and to validate progress report information. Therefore, followup reviews shall only be conducted of those contractors where the initial review resulted in a finding of noncompliance and a show cause notice was issued.
(2) Followup reviews shall be reported as a narrative summary referencing the initial review report.
(j) Hearing process. (1) When such procedures as show cause issuance and conciliation conferences have been unsuccessful in bringing contractors into compliance within the prescribed 30 days, the reviewer (or other appropriate level) shall immediately recommend, through channels, that the Department of Transportation obtain approval from the Office of Federal Contract Compliance Programs for a formal hearing (Action R-19). The Contractor should be notified of this action.
(2) Recommendations to the Federal Highway Administrator for hearing approval shall be accompanied by full reports of findings and case files containing any related correspondence. The following items shall be included with the recommendation:
(i) Copies of all Federal and Federal-aid contracts and/or subcontracts to which the contractor is party;
(ii) Copies of any contractor or subcontractor certifications;
(iii) Copy of show cause notice;
(iv) Copies of any corrective action plans; and
(v) Copies of all pertinent Manpower Utilization Reports, if applicable.
(3) SHA's through FHWA regional and division offices, will be advised of decisions and directions affecting contractors by the FHWA Washington Headquarters, Office of Civil Rights, for the Department of Transportation.
(k) Responsibility determinations. (1) In instances where requests for formal hearings are pending OFCCP approval, the contractor may be declared a nonresponsible contractor for inability to comply with the equal opportunity requirements.
(2) SHA's shall refrain from entering into any contract or contract modification subject to E.O. 11246, as amended, with a contractor who has not demonstrated eligibility for Government contracts and federally assisted construction contracts pursuant to E.O. 11246, as amended.
§ 230.411 Guidance for conducting reviews.
(a) Extensions of time. Reasonable extensions of time limits set forth in these instructions may be authorized by the SHA's or the FHWA regional office, as appropriate. However, all extensions are subject to Washington Headquarters approval and should only be granted with this understanding. The Federal Highway Administrator shall be notified of all time extensions granted and the justification therefor. In sensitive or special interest cases, simultaneous transmittal of reports and other pertinent documents is authorized.
(b) Contract completion. Completion of a contract or seasonal shutdown shall not preclude completion of the administrative procedures outlined herein or the possible imposition of sanctions or debarment.
(c) Home office reviews outside regions. When contractor's home offices are located outside the FHWA region in which the particular contract is being performed, and it is determined that the contractors' home offices should be reviewed, requests for such reviews with accompanying justification shall be forwarded through appropriate channels to the Washington Headquarters, Office of Civil Rights. After approval, the Washington Headquarters, Office of Civil Rights, (OCR) shall request the appropriate region to conduct the home office review.
(d) Employment of women. Executive Order 11246, as amended, implementing rules and regulations regarding sex discrimination are outlined in 41 CFR part 60-20. It is the responsibility of the Compliance Specialist to ensure that contractors provide women full participation in their work forces.
(e) Effect of exclusive referral agreements. (1) The OFCCP has established the following criteria for determining compliance when an exclusive referral agreement is involved;
(i) It shall be no excuse that the union, with which the contractor has a collective bargaining agreement providing for exclusive referral, failed to refer minority or female employees.
(ii) Discrimination in referral for employment, even if pursuant to provisions of a collective bargaining agreement, is prohibited by the National Labor Relations Act and Title VII of the Civil Rights Act of 1964, as amended.
(iii) Contractors and subcontractors have a responsibility to provide equal opportunity if they want to participate in federally involved contracts. To the extent they have delegated the responsibility for some of their employment practices to some other organization or agency which prevents them from meeting their obligations, these contractors must be found in noncompliance.
(2) If the contractor indicates that union action or inaction is a proximate cause of the contractor's failure to provide equal opportunity, a finding of noncompliance will be made and a show cause notice issued, and:
(i) The contractor will be formally directed to comply with the equal opportunity requirements.
(ii) Reviews of other contractors with projects within the jurisdiction of the applicable union locals shall be scheduled.
(iii) If the reviews indicate a pattern and/or practice of discrimination on the part of specific union locals, each contractor in the area shall be informed of the criteria outlined in § 230.411(e)(1) of this section. Furthermore, the FHWA Washington Headquarters, OCR, shall be provided with full documentary evidence to support the discriminatory pattern indicated.
(iv) In the event the union referral practices prevent the contractor from meeting the equal opportunity requirements pursuant to the E.O. 11246, as amended, such contractor shall immediately notify the SHA.
§ 230.413 Review reports.
(a) General. (1) The Compliance Specialist shall maintain detailed notes from the beginning of the review from which a comprehensive compliance review report can be developed.
(2) The completed compliance review report shall contain documentary evidence to support the determination of a contractor's or subcontractor's compliance status.
(3) Findings, conclusions, and recommendations shall be explicitly stated and, when necessary, supported by documentary evidence.
(4) The compliance review report shall contain at least the following information. 1 (Action R-20)
1 The Federal Highway Administration will accept completed Form FHWA-86 for the purpose. The form is available at the offices listed in 49 CFR part 7, appendix D.
(i) Complete name and address of contractor.
(ii) Project(s) identification.
(iii) Basis for the review, i.e., area work force, project work force, home office work force, and target area work force.
(iv) Identification of Federal or Federal-aid contract(s).
(v) Date of review.
(vi) Employment data by job craft, classification, or occupation by race and sex in accordance with (iii) above. This shall be the data verified during the onsite.
(vii) Identification of local unions involved with contractor, when applicable.
(viii) Determination of compliance status: compliance or noncompliance.
(ix) Copy of show cause notice or compliance notification sent to contractor.
(x) Name of the Compliance Specialist who conducted the review and whether that person is a State, division or regional Compliance Specialist.
(xi) Concurrences at appropriate levels.
(5) Each contractor (joint venture is one contractor) will be reported separately. When a project review is conducted, the reports should be attached, with the initial report being that of the prime contractor followed by the reports of each subcontractor.
(6) Each review level is responsible for ensuring that required information is contained in the report.
(7) When a project review is conducted, the project work force shall be reported. When an areawide review is conducted (all Federal-aid, Federal, and non-Federal projects in an area), then areawide work force shall be reported. When a home office review is conducted, only home office work force shall be reported. Other information required by regional offices shall be detached before forwarding the reports to the Washington Headquarters, OCR.
(8) The Washington Headquarters, OCR, shall be provided all of the following:
(i) The compliance review report required by § 230.413(a)(4).
(ii) Corrective action plans.
(iii) Show cause notices or compliance notifications.
(iv) Show cause recissions.
While other data and information should be kept by regional offices (including progress reports, correspondence, and similar review backup material), it should not be routinely forwarded to the Washington Headquarters, OCR.
(b) Administrative requirements—(1) State conducted reviews. (i) Within 15 days from the completion of the onsite verification and exit conference, the State Compliance Specialist will:
(A) Prepare the compliance review report, based on information obtained;
(B) Determine the contractor's compliance status;
(C) Notify the contractor of the compliance determination, i.e., send the contractor either notification of compliance or show cause notice; and
(D) Forward three copies of the compliance review report, and the compliance notification or show cause notice to the FHWA division EEO Specialist.
(ii) Within 10 days of receipt, the FHWA division EEO Specialist shall:
(A) Analyze the State's report, ensure that it is complete and accurate;
(B) Resolve nonconcurrence, if any;
(C) Indicate concurrence, and, where appropriate, prepare comments; and
(D) Forward two copies of the compliance review report, and the compliance notification or show cause notice to the Regional Civil Rights Director.
(iii) Within 15 days of receipt, the FHWA Regional Civil Rights Director shall:
(A) Analyze the report, ensure that it is complete and accurate;
(B) Resolve nonconcurrence, if any;
(C) Indicate concurrence, and, where appropriate, prepare comments; and
(D) Forward one copy of the compliance review report, and the compliance notification or show cause notice to the Washington Headquarters, OCR.
(2) FHWA division conducted reviews. (i) Within 15 days from the completion of the onsite verification and exit conference, the division EEO Specialist shall:
(A) Prepare compliance review report, based on information obtained;
(B) Determine the contractor's compliance status;
(C) Notify the State to send the contractor the compliance determination, i.e., either notification of compliance or show cause notice; and
(D) Forward two copies of the compliance review report and the compliance notification or show cause notice to the Regional Civil Rights Director.
(ii) Within 15 days of receipt, the FHWA Regional Civil Rights Director will take the steps outlined in § 230.413(b)(1)(iii).
(3) FHWA region conducted reviews. (i) Within 15 days from the completion of the onsite verification and exit conference the regional EEO Specialist shall:
(A) Prepare the compliance review report, based on information obtained;
(B) Determine the contractor's compliance status;
(C) Inform the appropriate division to notify the State to send the contractor the compliance determination i.e., either notification of compliance or show cause notice; and
(D) Forward one copy of the compliance review report, and the compliance notification or show cause notice to the Washington Headquarters, OCR.
(4) Upon receipt of compliance review reports, the Washington Headquarters, OCR, shall review, resolve any nonconcurrences, and record them for the purpose of:
(i) Providing ongoing technical assistance to FHWA regional and division offices and SHA's;
(ii) Gathering a sufficient data base for program evaluation;
(iii) Ensuring uniform standards are being applied in the compliance review process;
(iv) Initiating appropriate changes in FHWA policy and implementing regulations; and
(v) Responding to requests from the General Accounting Office, Office of Management and Budget, Senate Subcommittee on Public Roads, and other agencies and organizations.
§ 230.415 Consolidated compliance reviews.
(a) General. Consolidated compliance reviews shall be implemented to determine employment opportunities on an areawide rather than an individual project basis. The consolidated compliance review approach shall be adopted and directed by either Headquarters, region, division, or SHA, however, consolidated reviews shall at all times remain a cooperative effort.
(b) OFCCP policy requires contracting agencies to ensure compliance, in hometown an imposed plan areas, on an areawide rather than a project basis. The consolidated compliance review approach facilitates implementation of this policy.
(c) Methodology—(1) Selection of a target area. In identifying the target area of a consolidated compliance review (e.g. SMSA, hometown or imposed plan area, a multicounty area, or an entire State), consideration shall at least be given to the following facts:
(i) Minority and female work force concentrations;
(ii) Suspected or alleged discrimination in union membership or referral practices by local unions involved in highway construction;
(iii) Present or potential problem areas;
(iv) The number of highway projects in the target area; and
(v) Hometown or imposed plan reports that indicate underutilization of minorities or females.
(2) Determine the review period. After the target area has been selected, the dates for the actual onsite reviews shall be established.
(3) Obtain background information. EEO-3's Local Union Reports, should be obtained from regional offices of the EEOC. Target area civilian labor force statistics providing percent minorities and percent females in the target area shall be obtained from State employment security agencies or similar State agencies.
(4) Identify contractors. Every nonexempt federally assisted or direct Federal contractor and subcontractor in the target area shall be identified. In order to establish areawide employment patterns in the target area, employment data is needed for all contractors and subcontractors in the area. However, only those contractors with significant work forces (working prior to peak and not recently reviewed) may need to be actually reviwed onsite. Accordingly, once all contractors are identified, those contractors which will actually be reviewed onsite shall be determined. Compliance determinations shall only reflect the status of crafts covered by part II of plan bid conditions. Employment data of crafts covered by part I of plan bid conditions shall be gathered and identified as such in the composite report, however, OFCCP has reserved the responsibility for compliance determinations on crafts covered by part I of the plan bid conditions.
(5) Contractor notification. Those contractors selected for onsite review shall be sent a notification letter as outlined in § 230.409(c) along with a request for current workforce data 2 for completion and submission at the onsite review. Those contractors in the target area not selected for onsite review shall also be requested to supply current workforce data as of the onsite review period, and shall return the data within 15 days following the onsite review period.
2 The Consolidated Workforce Questionnaire is convenient for the purpose and appears as attachment 4 to volume 2, chapter 2, section 3 of the Federal-Aid Highway Program Manual, which is available at the offices listed in 49 CFR part 7, appendix D.
(6) Onsite reviews. Compliance reviews shall then be conducted in accordance with the requirements set forth in § 230.409. Reviewers may use Form FHWA-86, Compliance Data Report, if appropriate. It is of particular importance during the onsite reviews that the review team provide for adequate coordination of activities at every stage of the review process.
(7) Compliance determinations. Upon completion of the consolidated reviews, compliance determinations shall be made on each review by the reviewer. Individual show cause notices or compliance notifications shall be sent (as appropriate) to each reviewed contractor.
The compliance determination shall be based on the contractor's target area work force (Federal, Federal-aid and non-Federal), except when the target area is coincidental with hometown plan area, compliance determinations must not be based on that part of a contractor's work force covered by part I of the plan bid conditions, as previously set forth in this regulation. For example: ABC Contracting, Inc. employs carpenters, operating engineers, and cement masons. Carpenters and operating engineers are covered by part II of the plan bid conditions, however, cement masons are covered by part I of the plan bid conditions. The compliance determination must be based only on the contractor's utilization of carpenters and operating engineers.
(d) Reporting—(1) Composite report. A final composite report shall be submitted as a complete package to the Washington Headquarters, OCR, within 45 days after the review period and shall consist of the following:
(i) Compliance review report, for each contractor and subcontractor with accompanying show cause notice or compliance notification.
(ii) Work force data to show the aggregate employment of all contractors in the target area.
(iii) A narrative summary of findings and recommendations to include the following:
(A) A summary of highway construction employment in the target area by craft, race, and sex. This summary should explore possible patterns of discrimination or underutilization and possible causes, and should compare the utilization of minorities and females on contractor's work forces to the civilian labor force percent for minorities and females in the target area.
(B) If the target area is a plan area, a narrative summary of the plan's effectiveness with an identification of part I and part II crafts. This summary shall discuss possible differences in minority and female utilization between part I and part II crafts, documenting any inferences drawn from such comparisons.
(C) If applicable, discuss local labor unions' membership and/or referral practices that impact on the utilization of minorities and females in the target area. Complete and current copies of all collective bargaining agreements and copies of EEO-3, Local Union Reports, for all appropriate unions shall accompany the composite report.
(D) Any other appropriate data, analyses, or information deemed necessary for a complete picture of the areawide employment.
(E) Considering the information compiled from the summaries listed above, make concrete recommendations on possible avenues for correcting problems uncovered by the analyses.
(2) Annual planning report. The proper execution of consolidated compliance reviews necessitates scheduling, along with other fiscal program planning. The Washington Headquarters, OCR, shall be notified of all planned consolidated reviews by August 10 of each year and of any changes in the target area or review periods, as they become known. The annual consolidated planning report shall indicate:
(i) Selected target areas:
(ii) The basis for selection of each area; and
(iii) The anticipated review period (dates) for each target area.
Appendix A to Subpart D of Part 230 Sample Show Cause Notice
Certified Mail, Return Receipt Requested
Date
Contractor's Name
Address
City, State, and Zip Code.
Dear Contractor: As a result of the review of your (Project Number) project located at (Project Location) conducted on (Date) by (Reviewing Agency), it is our determination that you are not in compliance with your equal opportunity requirements and that good faith efforts have not been made to meet your equal opportunity requirements in the following areas:
List of Deficiencies
1.
2.
3.
Your failure to take the contractually required affirmative action has contributed to the unacceptable level of minority and female employment in your operations, particularly in the semiskilled and skilled categories of employees.
The Department of Labor regulations (41 CFR 60) implementing Executive Order 11246, as amended, are applicable to your Federal-aid highway construction contract and are controlling in this matter (see Required Contract Provisions, Form PR-1273, Clause II). Section 60-1.20(b) of these regulations provides that when equal opportunity deficiencies exist, it is necessary that you make a commitment in writing to correct such deficiencies before you may be found in compliance. The commitment must include the specific action which you propose to take to correct each deficiency and the date of completion of such action. The time period allotted shall be no longer than the minimum period necessary to effect the necessary correction. In accordance with instructions issued by the Office of Federal Contract Compliance Programs (OFCCP), U.S. Department of Labor, your written commitment must also provide for the submission of monthly progress reports which shall include a head count of minority and female representation at each level of each trade and a list of minority employees.
You are specifically advised that making the commitment discussed above will not preclude a further determination of noncompliance upon a finding that the commitment is not sufficient to achieve compliance.
We will hold a compliance conference at ________________(Address) at ________________ (Time) on ________________(Date) for you to submit and discuss your written commitment. If your written commitment is acceptable and if the commitment is sufficient to achieve compliance, you will be found in compliance during the effective implementation of that commitment. You are cautioned, however, that our determination is subject to review by the Federal Highway Administration, the Department of Transportation, and OFCCP and may be disapproved if your written commitment is not considered sufficient to achieve compliance.
If you indicate either directly or by inaction that you do not wish to participate in the scheduled conference and do not otherwise show cause within 30 days from receipt of this notice why enforcement proceedings should not be instituted, this agency will commence enforcement proceedings under Executive Order 11246, as amended.
If your written commitment is accepted and it is subsequently found that you have failed to comply with its provisions, you will be advised of this determination and formal sanction proceedings will be instituted immediately.
In the event formal sanction proceedings are instituted and the final determination is that a violation of your equal opportunity contract requirements has taken place, any Federal-aid highway construction contracts or subcontracts which you hold may be canceled, terminated, or suspended, and you may be debarred from further such contracts or subcontracts. Such other sanctions as are authorized by Executive Order 11246, as amended, may also be imposed.
We encourage you to take whatever action is necessary to resolve this matter and are anxious to assist you in achieving compliance. Any questions concerning this notice should be addressed to (Name, Address, and Phone).
Sincerely yours,
[41 FR 34245, Aug. 13, 1976]
Appendix B to Subpart D of Part 230 Sample Corrective Action Plan
Deficiency 1: Sources likely to yield minority employees have not been contacted for recruitment purposes.
Commitment: We have developed a system of written job applications at our home office which readily identifies minority applicants. In addition to this, as a minimum, we will contact the National Association for the Advancement of Colored People (NAACP), League of Latin American Citizens (LULAC), Urban League, and the Employment Security Office within 20 days to establish a referral system for minority group applicants and expand our recruitment base. We are in the process of identifying other community organizations and associations that may be able to provide minority applicants and will submit an updated listing of recruitment sources and evidence of contact by ________________(Date).
Deficiency 2: There have been inadequate efforts to locate, qualify, and increase skills of minority and female employees and applicants for employment.
Commitment: We will set up an individual file for each apprentice or trainee by ____________(Date) in order to carefully screen the progress, ensure that they are receiving the necessary training, and being promoted promptly upon completion of training requirements. We have established a goal of at least 50 percent of our apprentices and trainees will be minorities and 15 percent will be female. In addition to the commitment made to deficiency number 1, we will conduct a similar identification of organizations able to supply female applicants. Based on our projected personnel needs, we expect to have reached our 50 percent goal for apprentices and trainees by ______________(Date).
Deficiency 3: Very little effort to assure subcontractors have meaningful minority group representation among their employees.
Commitment: In cooperation with the Regional Office of Minority Business Enterprise, Department of Commerce, and the local NAACP, we have identified seven minority-owned contractors that may be able to work on future contracts we may receive. These contractors (identified in the attached list) will be contacted prior to our bidding on all future contracts. In addition, we have scheduled a meeting with all subcontractors currently working on our contracts. This meeting will be held to inform the subcontractors of our intention to monitor their reports and require meaningful minority representation. This meeting will be held on ____________________(Date) and we will summarize the discussions and current posture of each subcontractor for your review by ____________________(Date) Additionally, as requested, we will submit a PR-1391 on ____________________(Date), ________________________________________(Date), ____________________(Date). Finally, we have committed ourselves to maintaining at least 20 percent minority and female representation in each trade during the time we are carrying out the above commitments. We plan to have completely implemented all the provisions of these commitments by ____________________(Date).
[41 FR 34245, Aug. 13, 1976]
Appendix C to Subpart D of Part 230 Sample Show Cause Rescission
Certified Mail, Return Receipt Requested
Date
Contractor
Address
City, State, and Zip Code
Dear Contractor: On ______________, (Date) you received a 30-day show cause notice from this office for failing to implement the required contract requirements pertaining to equal employment opportunity.
Your corrective action plan, discussed and submitted at the compliance conference held on ____________________(Date), has been reviewed and determined to be acceptable. Your implementation of your corrective action plan shows that you are now taking the required affirmative action and can be considered in compliance with Executive Order 11246, as amended. If it should later be determined that your corrective action plan is not sufficient to achieve compliance, this Rescission shall not preclude a subsequent finding of noncompliance.
In view of the above, this letter is to inform you that the 30-day show cause notice of ____________________(Date) is hereby rescinded. You are further advised that if it is found that you have failed to comply with the provisions of your corrective action plan, formal sanction proceedings will be instituted immediately.
Sincerely,
Appendix D to Subpart D of Part 230 Equal Opportunity Compliance Review Process Flow Chart
[41 FR 34245, Aug. 13, 1976]
SUBCHAPTER D NATIONAL HIGHWAY INSTITUTE
PART 260 EDUCATION AND TRAINING PROGRAMS
Subpart A Fellowship and Scholarship Grants
Authority: 23 U.S.C. 307(a), 315, 321 and 403; and 49 CFR 1.48(b).
Source: 43 FR 3558, Jan. 26, 1978, unless otherwise noted.
§ 260.101 Purpose.
To establish policy for the Federal Highway Administration (FHWA) Fellowship and Scholarship Programs as administered by the National Highway Institute (NHI).
§ 260.103 Definitions.
As used in this regulation, the following definitions apply:
(a) Candidate. One who meets the eligibility criteria set forth in § 260.107, and who has completed and submitted the necessary forms and documents in order to be considered for selection for a fellowship or scholarship.
(b) Direct educational expenses. Those expenses directly related to attending school including tuition, student fees, books, and expendable supplies but excluding travel expenses to and from the school.
(c) Employing agency. The agency for which the candidate works. This may be either a State or local highway/transportation agency or the FHWA.
(d) Fellowship. The grant presented to the recipient's school and administered by the school to assist the candidate financially during the period of graduate study.
(e) Living stipend. The portion of the fellowship or scholarship grant remaining after the direct educational expenses have been deducted.
(f) Local highway/transportation agency. The agency or metropolitan planning organization with the responsibility for initiating and carrying forward a highway program or public transportation program utilizing highways at the local level, usually the city or county level.
(g) National Highway Institute (NHI). The organization located within the FHWA responsible for the administration of the FHWA fellowship and scholarship grant programs.
(h) Recipient. The successful candidate receiving a fellowship or scholarship.
(i) Scholarship. The grant presented to the recipient's school and administered by the school to assist the candidate financially during the period of post-secondary study.
(j) State highway/transportation agency. The agency with the responsibility for initiating and carrying forward a highway program or public transportation program utilizing highways at the State level.
§ 260.105 Policy.
It is the policy of the FHWA to administer, through the NHI, fellowship and scholarship grant programs to assist State and local agencies and the FHWA in developing the expertise needed for the implementation of their highway programs and to assist in the development of more effective transportation programs at all levels of government. These programs shall provide financial support for up to 24 months of either full-time or part-time study in the field of highway transportation. The programs for each year shall be announced by FHWA notices. 1 These notices shall contain an application form and shall announce the number of grants to be awarded and their value.
1 The Federal Highway Administration notices are available for inspection and copying as prescribed in 49 CFR part 7, appendix D.
[43 FR 3558, Jan. 26, 1978, as amended at 45 FR 67091, Oct. 9, 1980]
§ 260.107 Eligibility.
(a) Prior recipients of FHWA scholarships or fellowships are eligible if they will have completed all specific work commitments before beginining study under the programs for which applications are made.
(b) Candidates for the fellowship program shall have earned bachelor's or comparable college-level degrees prior to beginining advanced studies under the program.
(c) Candidates shall submit evidence of acceptance, or probable acceptance, for study in programs that will enhance their contributions to their employers. Evidence of probable acceptance may be a letter from the department chairman or other school official.
(d) Candidates shall agree to pursue certain minimum study loads as determined by the FHWA and designated in the FHWA notices announcing the programs each year.
(e) FHWA employees who receive awards will be required to execute continued service agreements, consistent with the Government Employees Training Act requirements, which obligate the employees to continue to work for the agency for three times the duration of the training received.
(f) Candidates who are students or employees of State or local highway/transportation agencies shall agree in writing to work on a full-time basis in public service with State or local highway/transportation agencies for a specified period of time after completing study under the program. The FHWA notices announcing the programs each year shall specify the time period of the work commitment.
(g) Candidates shall agree to respond to brief questionnaires designed to assist the NHI in program evaluation both during and following the study period.
(h) Recipients of awards for full-time shall agree to limit their part-time employment as stipulated in the FHWA notice announcing the programs.
(i) Candidates shall not profit financially from FHWA grants. Where acceptance of the living stipend portion of the grant would result in a profit to the candidate, as determined by comparing the candidate's regular full-time salary with the candidate's part-time salary and employer salary support plus living stipend, the grant amount will be reduced accordingly. In cases where a candidate must relocate and maintain two households, exceptions to this condition will be considered.
(j) Candidates shall be citizens, or shall declare their intent to become citizens of the United States.
§ 260.109 Selection.
(a) Candidates shall be rated by a selection panel appointed by the Director of the NHI. Members of the panel shall represent the highway transportation interests of government, industry, and the academic community. The factors considered by the selection panel are weighed in accordance with specific program objectives.
(b) The major factors to be considered by the panel are:
(1) Candidate's potential to contribute to a public agency's highway transportation program,
(2) Relevance of a candidate's study program to the objectives of the fellowship or scholarship program,
(3) Relevant experience, and
(4) Academic and professional achievements.
(c) Using ratings given by the selection panel, the Director of the NHI shall select candidates for awards and designate alternates.
(d) The FHWA may designate in the FHWA notices announcing the programs the maximum number of awards that will be made to employees of any one agency.
§ 260.111 Responsibilities of educational institutions.
(a) The college or university chosen by the grant recipient shall enter into an appropriate agreement with the FHWA providing for the administration of the grant by the college or university.
(b) The college or university chosen by the recipient shall designate a faculty advisor prior to the commitment of funds by the FHWA. The faculty advisor will be requested to submit reports of the recipient's study progress following completion of each study period. These reports are oriented toward total program evaluation. To assure the recipient's rights to privacy, the FHWA will obtain appropriate advance concurrences from the recipient.
§ 260.113 Responsibilities of employing agencies.
(a) A candidate's employing agency is responsible for furnishing a statement of endorsement and information concerning the relevancy of the candidate's study to agency requirements. The agency is encouraged to identify educational and training priorities and to provide backup to support its priority candidates for these programs.
(b) Employing agencies are encouraged to give favorable consideration to the requests of candidates for educational leave and salary support for the study period to facilitate the candidates' applications. Agency decisions involving salary support and educational leave that will affect the acceptance of awards by recipients should be made at the earliest possible date to provide adequate time for the FHWA to select alternates to replace candidates that decline their awards.
(c) Agencies are responsible for negotiations with their candidates concerning conditions of reinstatement and the candidates' commitments to return to work.
(d) Employing agencies are encouraged to publicize the availability of these grants throughout the agencies, to implement procedures for internal evaluation of applications, and to forward the applications to the FHWA division office in their State.
(e) Employing agencies that choose to process their employees' applications are responsible for observing the cutoff date for the FHWA to receive applications. This date will be stipulated in the Notices announcing the program for each academic year.
§ 260.115 Equal opportunity.
(a) Consistent with the provisions of the Civil Rights Act of 1964 and Title VI, assurances executed by each State, 23 U.S.C. 324, and 29 U.S.C. 794, no applicant, including otherwise qualified handicapped individuals, shall on the grounds of race, color, religion, sex, national origin, or handicap, be excluded from participation in, be denied benefits of, or be otherwise subjected to discrimination under this program.
(b) In accordance with Executive Order 11141, no individual shall be denied benefits of this program because of age.
(c) Agencies should make information on this program available to all eligible employees, including otherwise qualified handicapped individuals, so as to assure nondiscrimination on the grounds of race, color, religion, sex, national origin, age, or handicap.
§ 260.117 Application procedures.
(a) The FHWA notices announcing each year's programs and containing the application form may be obtained from FHWA regional and division offices, State highway agencies, metropolitan planning organizations, Governors' highway safety representatives, Urban Mass Transportation Administration regional directors, major transit authorities and from colleges and universities. Forms may also be obtained from the NHI, HHI-3, FHWA, Washington, DC 20590.
(b) In order to become a candidate, the applicant shall complete and forward the application form according to the instructions in the FHWA notice announcing the programs. The cutoff date for submitting the application stipulated in the notices should be observed.
B Subparts B-C [Reserved]
Subpart D State Education and Training Programs
Authority: 23 U.S.C. 315, 321 (b) and (c); 49 CFR 1.48(b).
Source: 43 FR 35477, Aug. 10, 1978, unless otherwise noted.
§ 260.401 Purpose.
To prescribe policy and implement procedures for the administration of Federal-aid funds for education and training of State and local highway department employees.
§ 260.403 Policy.
It is the policy of the Federal Highway Administration (FHWA) to provide continuing education of State and local highway agency employees engaged or to be engaged in Federal-aid highway work. To carry out this policy, States are encouraged to fully utilize the authority contained in 23 U.S.C. 321(b) and 321(c).
§ 260.405 Application and approval procedures.
The State may apply for education and training funds by submitting a signed agreement designating the desired Federal-aid funds, not to exceed the limits in 23 U.S.C. 321(b). The FHWA's approval of the agreement will constitute obligation of funds and authorization for work to proceed.
§ 260.407 Implementation and reimbursement.
(a) After execution of the fiscal agreement, the State may make grants and contracts with public and private agencies, institutions, individuals, and the National Highway Institute to provide highway-related training and education. The principal recipients of this training shall be employees who are engaged or likely to be engaged, in Federal-aid highway work.
(b) Claims for Federal-aid reimbursement of costs incurred may be submitted following established procedures to cover 75 percent of the cost of tuition and direct educational expenses (including incidental training, equipment, and program materials) exclusive of travel, subsistence, or salary of trainees.
(c) As provided in 23 U.S.C. 321(c), education and training for subject areas that are identified by the FHWA as Federal program responsibilities, shall be provided at no cost to State and local governments.
[43 FR 35477, Aug. 10, 1978, as amended at 45 FR 6378, Jan. 28, 1980; 53 FR 3745, Feb. 9, 1988]
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SUBCHAPTER E PLANNING AND RESEARCH
PART 420 PLANNING AND RESEARCH PROGRAM ADMINISTRATION
Authority: 23 U.S.C. 103(b)(6), 104(f), 115, 120, 133(b), 134(n), 303(g), 505, and 315; and 49 CFR 1.48(b).
Source: 67 FR 47271, July 18, 2002, unless otherwise noted.
Subpart A Administration of FHWA Planning and Research Funds
§ 420.101 What is the purpose of this part?
This part prescribes the Federal Highway Administration (FHWA) policies and procedures for the administration of activities undertaken by State departments of transportation (State DOTs) and their subrecipients, including metropolitan planning organizations (MPOs), with FHWA planning and research funds. Subpart A identifies the administrative requirements that apply to use of FHWA planning and research funds both for planning and for research, development, and technology transfer (RD&T) activities. Subpart B describes the policies and procedures that relate to the approval and authorization of RD&T work programs. The requirements in this part supplement those in 49 CFR part 18, Uniform Administrative Requirements for Grants and Cooperative Agreements to State and Local Governments and 49 CFR part 19, Uniform Administrative Requirements for Grants and Cooperative Agreements with Institutions of Higher Education, Hospitals and Other Non-Profit Organizations.
§ 420.103 How does the FHWA define the terms used in this part?
Unless otherwise specified in this part, the definitions in 23 U.S.C. 101(a) are applicable to this part. As used in this part:
FHWA planning and research funds include:
(1) State planning and research (SPR) funds (the two percent set aside of funds apportioned or allocated to a State DOT for activities authorized under 23 U.S.C. 505);
(2) Metropolitan planning (PL) funds (the one percent of funds authorized under 23 U.S.C. 104(f) to carry out the provisions of 23 U.S.C. 134);
(3) National highway system (NHS) funds authorized under 23 U.S.C. 104(b)(1) used for transportation planning in accordance with 23 U.S.C. 134 and 135, highway research and planning in accordance with 23 U.S.C. 505, highway-related technology transfer activities, or development and establishment of management systems under 23 U.S.C. 303;
(4) Surface transportation program (STP) funds authorized under 23 U.S.C. 104(b)(3) used for highway and transit research and development and technology transfer programs, surface transportation planning programs, or development and establishment of management systems under 23 U.S.C. 303; and
(5) Minimum guarantee (MG) funds authorized under 23 U.S.C. 505 used for transportation planning and research, development and technology transfer activities that are eligible under title 23, U.S.C.
Grant agreement means a legal instrument reflecting a relationship between an awarding agency and a recipient or subrecipient when the principal purpose of the relationship is to transfer a thing of value to the recipient or subrecipient to carry out a public purpose of support or stimulation authorized by a law instead of acquiring (by purchase, lease, or barter) property or services for the direct benefit or use of the awarding agency.
Metropolitan planning area means the geographic area in which the metropolitan transportation planning process required by 23 U.S.C. 134 and 49 U.S.C. 5303-5305 must be carried out.
Metropolitan planning organization (MPO) means the forum for cooperative transportation decisionmaking for a metropolitan planning area.
National Cooperative Highway Research Program (NCHRP) means the cooperative RD&T program directed toward solving problems of national or regional significance identified by State DOTs and the FHWA, and administered by the Transportation Research Board, National Academy of Sciences.
Procurement contract means a legal instrument reflecting a relationship between an awarding agency and a recipient or subrecipient when the principal purpose of the instrument is to acquire (by purchase, lease, or barter) property or services for the direct benefit or use of the awarding agency.
State Department of Transportation (State DOT) means that department, commission, board, or official of any State charged by its laws with the responsibility for highway construction.
Transportation management area (TMA) means an urbanized area with a population over 200,000 (as determined by the latest decennial census) and designated by the Secretary of Transportation or other area when TMA designation is requested by the Governor and the MPO (or affected local officials), and officially designated by the Secretary of Transportation.
Transportation pooled fund study means a planning, research, development, or technology transfer activity administered by the FHWA, a lead State DOT, or other organization that is supported by two or more participants and that addresses an issue of significant or widespread interest related to highway, public, or intermodal transportation. A transportation pooled fund study is intended to address a new area or provide information that will complement or advance previous investigations of the subject matter.
Work program means a periodic statement of proposed work, covering no less than one year, and estimated costs that documents eligible activities to be undertaken by State DOTs and/or their subrecipients with FHWA planning and research funds.
§ 420.105 What is the FHWA's policy on use of FHWA planning and research funds?
(a) If the FHWA determines that planning activities of national significance, identified in paragraph (b) of this section, and the requirements of 23 U.S.C. 134, 135, 303, and 505 are being adequately addressed, the FHWA will allow State DOTs and MPOs:
(1) Maximum possible flexibility in the use of FHWA planning and research funds to meet highway and local public transportation planning and RD&T needs at the national, State, and local levels while ensuring legal use of such funds and avoiding unnecessary duplication of efforts; and
(2) To determine which eligible planning and RD&T activities they desire to support with FHWA planning and research funds and at what funding level.
(b) The State DOTs must provide data that support the FHWA's responsibilities to the Congress and to the public. These data include, but are not limited to, information required for: preparing proposed legislation and reports to the Congress; evaluating the extent, performance, condition, and use of the Nation's transportation systems; analyzing existing and proposed Federal-aid funding methods and levels and the assignment of user cost responsibility; maintaining a critical information base on fuel availability, use, and revenues generated; and calculating apportionment factors.
(c) The policy in paragraph (a) of this section does not remove the FHWA's responsibility and authority to determine which activities are eligible for funding. Activities proposed to be funded with FHWA planning and research funds by the State DOTs and their subrecipients shall be documented and submitted for FHWA approval and authorization as prescribed in §§ 420.111 and 420.113. (The information collection requirements in paragraph (b) of § 420.105 have been approved by the Office of Management and Budget (OMB) under control numbers 2125-0028 and 2125-0032.)
§ 420.107 What is the minimum required expenditure of State planning and research funds for research development and technology transfer?
(a) A State DOT must expend no less than 25 percent of its annual SPR funds on RD&T activities relating to highway, public transportation, and intermodal transportation systems in accordance with the provisions of 23 U.S.C. 505(b), unless a State DOT certifies, and the FHWA accepts the State DOT's certification, that total expenditures by the State DOT during the fiscal year for transportation planning under 23 U.S.C. 134 and 135 will exceed 75 percent of the amount apportioned for the fiscal year.
(b) Prior to submitting a request for an exception to the 25 percent requirement, the State DOT must ensure that:
(1) The additional planning activities are essential, and there are no other reasonable options available for funding these planning activities (including the use of NHS, STP, MG, or FTA State planning and research funds (49 U.S.C. 5313(b)) or by deferment of lower priority planning activities);
(2) The planning activities have a higher priority than RD&T activities in the overall needs of the State DOT for a given fiscal year; and
(3) The total level of effort by the State DOT in RD&T (using both Federal and State funds) is adequate.
(c) If the State DOT chooses to pursue an exception, it must send the request, along with supporting justification, to the FHWA Division Administrator for action by the FHWA Associate Administrator for Research, Development, and Technology. The Associate Administrator's decision will be based upon the following considerations:
(1) Whether the State DOT has a process for identifying RD&T needs and for implementing a viable RD&T program.
(2) Whether the State DOT is contributing to cooperative RD&T programs or activities, such as the National Cooperative Highway Research Program, the Transportation Research Board, and transportation pooled fund studies.
(3) Whether the State DOT is using SPR funds for technology transfer and for transit or intermodal research and development to help meet the 25 percent minimum requirement.
(4) Whether the State DOT can demonstrate that it will meet the requirement or substantially increase its RD&T expenditures over a multi-year period, if an exception is granted for the fiscal year.
(5) Whether Federal funds needed for planning exceed the 75 percent limit for the fiscal year and whether any unused planning funds are available from previous fiscal years.
(d) If the FHWA Associate Administrator for Research, Development, and Technology approves the State DOT's request for an exception, the exception is valid only for that fiscal year's funds. A new request must be submitted and approved for subsequent fiscal year funds.
§ 420.109 What are the requirements for distribution of metropolitan planning funds?
(a) The State DOTs shall make all PL funds authorized by 23 U.S.C. 104(f) available to the MPOs in accordance with a formula developed by the State DOT, in consultation with the MPOs, and approved by the FHWA Division Administrator. The formula may allow for a portion of the PL funds to be used by the State DOT, or other agency agreed to by the State DOT and the MPOs, for activities that benefit all MPOs in the State, but State DOTs shall not use any PL funds for grant or subgrant administration. The formula may also provide for a portion of the funds to be made available for discretionary grants to MPOs to supplement their annual amount received under the distribution formula.
(b) In developing the formula for distributing PL funds, the State DOT shall consider population, status of planning, attainment of air quality standards, metropolitan area transportation needs, and other factors necessary to provide for an appropriate distribution of funds to carry out the requirements of 23 U.S.C. 134 and other applicable requirements of Federal law.
(c) The State DOTs shall inform the MPOs and the FHWA Division Office of the amounts allocated to each MPO as soon as possible after PL funds have been apportioned by the FHWA to the State DOTs.
(d) If the State DOT, in a State receiving the minimum apportionment of PL funds under the provisions of 23 U.S.C. 104(f)(2), determines that the share of funds to be allocated to any MPO results in the MPO receiving more funds than necessary to carry out the provisions of 23 U.S.C. 134, the State DOT may, after considering the views of the affected MPO(s) and with the approval of the FHWA Division Administrator, use those funds for transportation planning outside of metropolitan planning areas.
(e) In accordance with the provisions of 23 U.S.C. 134(n), any PL funds not needed for carrying out the metropolitan planning provisions of 23 U.S.C. 134 in any State may be made available by the MPO(s) to the State DOT for funding statewide planning activities under 23 U.S.C. 135, subject to approval by the FHWA Division Administrator.
(f) Any State PL fund distribution formula that does not meet the requirements of paragraphs (a) and (b) of this section shall be brought into conformance with those requirements before distribution on any new apportionment of PL funds.
§ 420.111 What are the documentation requirements for use of FHWA planning and research funds?
(a) Proposed use of FHWA planning and research funds must be documented by the State DOTs and subrecipients in a work program, or other document that describes the work to be accomplished, that is acceptable to the FHWA Division Administrator. Statewide, metropolitan, other transportation planning activities, and transportation RD&T activities may be documented in separate programs, paired in various combinations, or brought together as a single work program. The expenditure of PL funds for transportation planning outside of metropolitan planning areas under § 420.109(d) may be included in the work program for statewide transportation planning activities or in a separate work program submitted by the State DOT.
(b)(1) A work program(s) for transportation planning activities must include a description of work to be accomplished and cost estimates by activity or task. In addition, each work program must include a summary that shows:
(i) Federal share by type of fund;
(ii) Matching rate by type of fund;
(iii) State and/or local matching share; and
(iv) Other State or local funds.
(2) Additional information on metropolitan planning area work programs is contained in 23 CFR part 450. Additional information on RD&T work program content and format is contained in subpart B of this part.
(c) In areas not designated as TMAs, a simplified statement of work that describes who will perform the work and the work that will be accomplished using Federal funds may be used in lieu of a work program. If a simplified statement of work is used, it may be submitted separately or as part of the Statewide planning work program.
(d) The State DOTs that use separate Federal-aid projects in accordance with paragraph (a) of this section must submit an overall summary that identifies the amounts and sources of FHWA planning and research funds available, matching funds, and the amounts budgeted for each activity (e.g., statewide planning, RD&T, each metropolitan area, contributions to NCHRP and transportation pooled fund studies, etc.).
(e) The State DOTs and MPOs also are encouraged to include cost estimates for transportation planning, research, development, and technology transfer related activities funded with other Federal or State and/or local funds; particularly for producing the FHWA-required data specified in paragraph (b) of § 420.105, for planning for other transportation modes, and for air quality planning activities in areas designated as non-attainment for transportation-related pollutants in their work programs. The MPOs in TMAs must include such information in their work programs. (The information collection requirements in §§ 420.111 have been approved by the OMB and assigned control numbers 2125-0039 for States and 2132-0529 for MPOs.)
§ 420.113 What costs are eligible?
(a) Costs will be eligible for FHWA participation provided that the costs:
(1) Are for work performed for activities eligible under the section of title 23, U.S.C., applicable to the class of funds used for the activities;
(2) Are verifiable from the State DOT's or the subrecipient's records;
(3) Are necessary and reasonable for proper and efficient accomplishment of project objectives and meet the other criteria for allowable costs in the applicable cost principles cited in 49 CFR 18.22;
(4) Are included in the approved budget, or amendment thereto; and
(5) Were not incurred prior to FHWA authorization.
(b) Indirect costs of State DOTs and their subrecipients are allowable if supported by a cost allocation plan and indirect cost proposal prepared, submitted (if required), and approved by the cognizant or oversight agency in accordance with the OMB requirements applicable to the State DOT or subrecipient specified in 49 CFR 18.22(b).
§ 420.115 What are the FHWA approval and authorization requirements?
(a) The State DOT and its subrecipients must obtain approval and authorization to proceed prior to beginning work on activities to be undertaken with FHWA planning and research funds. Such approvals and authorizations should be based on final work programs or other documents that describe the work to be performed. The State DOT and its subrecipients also must obtain prior approval for budget and programmatic changes as specified in 49 CFR 18.30 or 49 CFR 19.25 and for those items of allowable costs which require approval in accordance with the cost principles specified in 49 CFR 18.22(b) applicable to the entity expending the funds.
(b) Authorization to proceed with the FHWA funded work in whole or in part is a contractual obligation of the Federal government pursuant to 23 U.S.C. 106 and requires that appropriate funds be available for the full Federal share of the cost of work authorized. Those State DOTs that do not have sufficient FHWA planning and research funds or obligation authority available to obligate the full Federal share of a work program or project may utilize the advance construction provisions of 23 U.S.C. 115(a) in accordance with the requirements of 23 CFR part 630, subpart G. The State DOTs that do not meet the advance construction provisions, or do not wish to utilize them, may request authorization to proceed with that portion of the work for which FHWA planning and research funds are available. In the latter case, authorization to proceed may be given for either selected work activities or for a portion of the program period, but such authorization does not constitute a commitment by the FHWA to fund the remaining portion of the work if additional funds do become available.
(c) A project agreement must be executed by the State DOT and the FHWA Division Office for each statewide transportation planning, metropolitan planning area, or RD&T work program, individual activity or study, or any combination administered as a single Federal-aid project. The project agreement may be executed concurrent with or after authorization has been given by the FHWA Division Administrator to proceed with the work in whole or in part. In the event that the project agreement is executed for only part of the work, the project agreement must be amended when authorization is given to proceed with additional work.
(The information collection requirements in § 420.115(c) have been approved by the OMB and assigned control numbers 2125-0529)
§ 420.117 What are the program monitoring and reporting requirements?
(a) In accordance with 49 CFR 18.40, the State DOT shall monitor all activities performed by its staff or by subrecipients with FHWA planning and research funds to assure that the work is being managed and performed satisfactorily and that time schedules are being met.
(b)(1) The State DOT must submit performance and expenditure reports, including a report from each subrecipient, that contain as a minimum:
(i) Comparison of actual performance with established goals;
(ii) Progress in meeting schedules;
(iii) Status of expenditures in a format compatible with the work program, including a comparison of budgeted (approved) amounts and actual costs incurred;
(iv) Cost overruns or underruns;
(v) Approved work program revisions; and
(vi) Other pertinent supporting data.
(2) Additional information on reporting requirements for individual RD&T studies is contained in subpart B of this part.
(c) Reports required by paragraph (b) of this section shall be annual unless more frequent reporting is determined to be necessary by the FHWA Division Administrator. The FHWA may not require more frequent than quarterly reporting unless the criteria in 49 CFR 18.12 or 49 CFR 19.14 are met. Reports are due 90 days after the end of the reporting period for annual and final reports and no later than 30 days after the end of the reporting period for other reports.
(d) Events that have significant impact on the work must be reported as soon as they become known. The types of events or conditions that require reporting include: problems, delays, or adverse conditions that will materially affect the ability to attain program objectives. This disclosure must be accompanied by a statement of the action taken, or contemplated, and any Federal assistance needed to resolve the situation.
(e) Suitable reports that document the results of activities performed with FHWA planning and research funds must be prepared by the State DOT or subrecipient and submitted for approval by the FHWA Division Administrator prior to publication. The FHWA Division Administrator may waive this requirement for prior approval. The FHWA's approval of reports constitutes acceptance of such reports as evidence of work performed but does not imply endorsement of a report's findings or recommendations. Reports prepared for FHWA-funded work must include appropriate credit references and disclaimer statements. (The information collection requirements in § 420.117 have been approved by the OMB and assigned control numbers 2125-0039 for States and 2132-0529 for MPOs.)
§ 420.119 What are the fiscal requirements?
(a) The maximum rate of Federal participation for FHWA planning and research funds shall be as prescribed in title 23, U.S.C., for the specific class of funds used (i.e., SPR, PL, NHS, STP, or MG) except as specified in paragraph (d) of this section. The provisions of 49 CFR 18.24 or 49 CFR 19.23 are applicable to any necessary matching of FHWA planning and research funds.
(b) The value of third party in-kind contributions may be accepted as the match for FHWA planning and research funds, in accordance with the provisions of 49 CFR 18.24(a)(2) or 49 CFR 19.23(a) and may be on either a total planning work program basis or for specific line items or projects. The use of third party in-kind contributions must be identified in the original work program/scope of work and the grant/subgrant agreement, or amendments thereto. The use of third-party in-kind contributions must be approved in advance by the FHWA Division Administrator and may not be made retroactive prior to approval of the work program/scope of work or an amendment thereto. The State DOT or subrecipient is responsible for ensuring that the following additional criteria are met:
(1) The third party performing the work agrees to allow the value of the work to be used as the match;
(2) The cost of the third party work is not paid for by other Federal funds or used as a match for other federally funded grants/subgrants;
(3) The work performed by the third party is an eligible transportation planning or RD&T related activity that benefits the federally funded work;
(4) The third party costs (i.e., salaries, fringe benefits, etc.) are allowable under the applicable Office of Management and Budget (OMB) cost principles (i.e., OMB Circular A-21, A-87, or A-122); 1
1 OMB Circulars are available on the Internet at http://www.whitehouse.gov/omb/circulars/index.html.
(5) The third party work is performed during the period to which the matching requirement applies;
(6) The third party in-kind contributions are verifiable from the records of the State DOT or subrecipient and these records show how the value placed on third party in-kind contributions was derived; and
(7) If the total amount of third party expenditures at the end of the program period is not sufficient to match the total expenditure of Federal funds by the recipient/subrecipient, the recipient/subrecipient will need to make up any shortfall with its own funds.
(c) In accordance with the provisions of 23 U.S.C. 120(j), toll revenues that are generated and used by public, quasi-public, and private agencies to build, improve, or maintain highways, bridges, or tunnels that serve the public purpose of interstate commerce may be used as a credit for the non-Federal share of an FHWA planning and research funded project.
(d) In accordance with 23 U.S.C. 505(c) or 23 U.S.C. 104(f)(3), the requirement for matching SPR or PL funds may be waived if the FHWA determines the interests of the Federal-aid highway program would be best served. Waiver of the matching requirement is intended to encourage State DOTs and/or MPOs to pool SPR and/or PL funds to address national or regional high priority planning or RD&T problems that would benefit multiple States and/or MPOs. Requests for waiver of matching requirements must be submitted to the FHWA headquarters office for approval by the Associate Administrator for Planning and Environment (for planning activities) or the Associate Administrator for Research, Development, and Technology (for RD&T activities). The matching requirement may not be waived for NHS, STP, or MG funds.
(e) NHS, STP, or MG funds used for eligible planning and RD&T purposes must be identified separately from SPR or PL funds in the work program(s) and must be administered and accounted for separately for fiscal purposes. In accordance with the statewide and metropolitan planning process requirements for fiscally constrained transportation improvement program (TIPs) planning or RD&T activities funded with NHS, STP, or MG funds must be included in the Statewide and/or metropolitan TIP(s) unless the State DOT and MPO (for a metropolitan area) agree that they may be excluded from the TIP.
(f) Payment shall be made in accordance with the provisions of 49 CFR 18.21 or 49 CFR 19.22.
§ 420.121 What other requirements apply to the administration of FHWA planning and research funds?
(a) Audits. Audits of the State DOTs and their subrecipients shall be performed in accordance with OMB Circular A-133, Audits of States, Local Governments, and Non-Profit Organizations. 2 Audits of for-profit contractors are to be performed in accordance with State DOT or subrecipient contract administration procedures.
2 See footnote 1.
(b) Copyrights. The State DOTs and their subrecipients may copyright any books, publications, or other copyrightable materials developed in the course of the FHWA planning and research funded project. The FHWA reserves a royalty-free, nonexclusive and irrevocable right to reproduce, publish, or otherwise use, and to authorize others to use, the work for Government purposes.
(c) Disadvantaged business enterprises. The State DOTs must administer the transportation planning and RD&T program(s) consistent with their overall efforts to implement section 1001(b) of the Transportation Equity Act for the 21st Century (Pub. L. 105-178) and 49 CFR part 26 regarding disadvantaged business enterprises.
(d) Drug free workplace. In accordance with the provisions of 49 CFR part 29, subpart F, State DOTs must certify to the FHWA that they will provide a drug free workplace. This requirement may be satisfied through the annual certification for the Federal-aid highway program.
(e) Equipment. Acquisition, use, and disposition of equipment purchased with FHWA planning and research funds by the State DOTs must be in accordance with 49 CFR 18.32(b). Local government subrecipients of State DOTs must follow the procedures specified by the State DOT. Universities, hospitals, and other non-profit organizations must follow the procedures in 49 CFR 19.34.
(f) Financial management systems. The financial management systems of the State DOTs and their local government subrecipients must be in accordance with the provisions of 49 CFR 18.20(a). The financial management systems of universities, hospitals, and other non-profit organizations must be in accordance with 49 CFR 19.21.
(g) Lobbying. The provisions of 49 CFR part 20 regarding restrictions on influencing certain Federal activities are applicable to all tiers of recipients of FHWA planning and research funds.
(h) Nondiscrimination. The nondiscrimination provisions of 23 CFR parts 200 and 230 and 49 CFR part 21, with respect to Title VI of the Civil Rights Act of 1964 and the Civil Rights Restoration Act of 1987, apply to all programs and activities of recipients, subrecipients, and contractors receiving FHWA planning and research funds whether or not those programs or activities are federally funded.
(i) Patents. The State DOTs and their subrecipients are subject to the provisions of 37 CFR part 401 governing patents and inventions and must include or cite the standard patent rights clause at 37 CFR 401.14, except for § 401.14(g), in all subgrants or contracts. In addition, State DOTs and their subrecipients must include the following clause, suitably modified to identify the parties, in all subgrants or contracts, regardless of tier, for experimental, developmental or research work: “The subgrantee or contractor will retain all rights provided for the State in this clause, and the State will not, as part of the consideration for awarding the subgrant or contract, obtain rights in the subgrantee's or contractor's subject inventions.”
(j) Procurement. Procedures for the procurement of property and services with FHWA planning and research funds by the State DOTs must be in accordance with 49 CFR 18.36(a) and (i) and, if applicable, 18.36(t). Local government subrecipients of State DOTs must follow the procedures specified by the State DOT. Universities, hospitals, and other non-profit organizations must follow the procedures in 49 CFR 19.40 through 19.48. The State DOTs and their subrecipients must not use FHWA funds for procurements from persons (as defined in 49 CFR 29.105) who have been debarred or suspended in accordance with the provisions of 49 CFR part 29, subparts A through E.
(k) Program income. Program income, as defined in 49 CFR 18.25(b) or 49 CFR 19.24, must be shown and deducted from total expenditures to determine the Federal share to be reimbursed, unless the FHWA Division Administrator has given prior approval to use the program income to perform additional eligible work or as the non-Federal match.
(l) Record retention. Recordkeeping and retention requirements must be in accordance with 49 CFR 18.42 or 49 CFR 19.53.
(m) Subgrants to local governments. The State DOTs and subrecipients are responsible for administering FHWA planning and research funds passed through to MPOs and local governments, for ensuring that such funds are expended for eligible activities, and for ensuring that the funds are administered in accordance with this part, 49 CFR part 18, Uniform Administrative Requirements for Grants and Agreements to State and Local Governments, and applicable OMB cost principles. The State DOTs shall follow State laws and procedures when awarding and administering subgrants to MPOs and local governments and must ensure that the requirements of 49 CFR 18.37(a) have been satisfied.
(n) Subgrants to universities, hospitals, and other non-profit organizations. The State DOTs and subrecipients are responsible for ensuring that FHWA planning and research funds passed through to universities, hospitals, and other non-profit organizations are expended for eligible activities and for ensuring that the funds are administered in accordance with this part, 49 CFR part 19, Uniform Administrative Requirements for Grants and Agreements with Institutions of Higher Education, Hospitals, and Other Non-Profit Organizations, and applicable OMB cost principles.
(o) Suspension and debarment. (1) The State DOTs and their subrecipients shall not award grants or cooperative agreements to entities who are debarred or suspended, or otherwise excluded from or ineligible for participation in Federal assistance programs under Executive Order 12549 of February 18, 1986 (3 CFR, 1986 Comp., p. 189); and
(2) The State DOTs and their subrecipients shall comply with the provisions of 49 CFR part 29, subparts A through E, for procurements from persons (as defined in 49 CFR 29.105) who have been debarred or suspended.
(p) Supplies. Acquisition and disposition of supplies acquired by the State DOTs and their subrecipients with FHWA planning and research funds must be in accordance with 49 CFR 18.33 or 49 CFR 19.35.
Subpart B Research, Development and Technology Transfer Program Management
§ 420.201 What is the purpose of this subpart?
The purpose of this subpart is to prescribe requirements for research, development, and technology transfer (RD&T) activities, programs, and studies undertaken by State DOTs and their subrecipients with FHWA planning and research funds.
§ 420.203 How does the FHWA define the terms used in this subpart?
Unless otherwise specified in this part, the definitions in 23 U.S.C. 101(a) and subpart A of this part, are applicable to this subpart. As used in this subpart:
Applied research means the study of phenomena to gain knowledge or understanding necessary for determining the means by which a recognized need may be met; the primary purpose of this kind of research is to answer a question or solve a problem.
Basic research means the study of phenomena, and of observable facts, without specific applications towards processes or products in mind; the primary purpose of this kind of research is to increase knowledge.
Development means the systematic use of the knowledge or understanding gained from research, directed toward the production of useful materials, devices, systems or methods, including design and development of prototypes and processes.
Final report means a report documenting a completed RD&T study or activity.
Intermodal RD&T means research, development, and technology transfer activities involving more than one mode of transportation, including transfer facilities between modes.
Peer exchange means a periodic review of a State DOT's RD&T program, or portion thereof, by representatives of other State DOT's, for the purpose of exchange of information or best practices. The State DOT may also invite the participation of the FHWA, and other Federal, State, regional or local transportation agencies, the Transportation Research Board, academic institutions, foundations or private firms that support transportation research, development or technology transfer activities.
RD&T activity means a basic or applied research project or study, development or technology transfer activity.
Research means a systematic study directed toward fuller scientific knowledge or understanding of the subject studied. Research can be basic or applied.
Technology transfer means those activities that lead to the adoption of a new technique or product by users and involves dissemination, demonstration, training, and other activities that lead to eventual innovation.
Transportation Research Information Services (TRIS) means the database produced and maintained by the Transportation Research Board and available online through the National Transportation Library. TRIS includes bibliographic records and abstracts of on-going and completed RD&T activities. TRIS Online also includes links to the full text of public-domain documents.
§ 420.205 What is the FHWA's policy for research, development, and technology transfer funding?
(a) It is the FHWA's policy to administer the RD&T program activities utilizing FHWA planning and research funds consistent with the policy specified in § 420.105 and the following general principles in paragraphs (b) through (g) of this section.
(b) The State DOTs must provide information necessary for peer exchanges.
(c) The State DOTs are encouraged to develop, establish, and implement an RD&T program, funded with Federal and State DOT resources that anticipates and addresses transportation concerns before they become critical problems. Further, the State DOTs are encouraged to include in this program development and technology transfer programs to share the results of their own research efforts and promote the use of new technology.
(d) To promote effective use of available resources, the State DOTs are encouraged to cooperate with other State DOTs, the FHWA, and other appropriate agencies to achieve RD&T objectives established at the national level and to develop a technology transfer program to promote and use those results. This includes contributing to cooperative RD&T programs such as the NCHRP, the TRB, and transportation pooled fund studies as a means of addressing national and regional issues and as a means of leveraging funds.
(e) The State DOTs will be allowed the authority and flexibility to manage and direct their RD&T activities as presented in their work programs, and to initiate RD&T activities supported by FHWA planning and research funds, subject to the limitation of Federal funds and to compliance with program conditions set forth in subpart A of this part and § 420.207.
(f) The State DOTs will have primary responsibility for managing RD&T activities supported with FHWA planning and research funds carried out by other State agencies and organizations and for ensuring that such funds are expended for purposes consistent with this subpart.
(g) Each State DOT must develop, establish, and implement a management process that ensures effective use of available FHWA planning and research funds for RD&T activities on a statewide basis. Each State DOT is permitted to tailor its management process to meet State or local needs; however, the process must comply with the minimum requirements and conditions of this subpart.
(h) The State DOTs are encouraged to make effective use of the FHWA Division, Resource Center, and Headquarters office expertise in developing and carrying out their RD&T activities. Participation of the FHWA on advisory panels and in program exchange meetings is encouraged.
§ 420.207 What are the requirements for research, development, and technology transfer work programs?
(a) The State DOT's RD&T work program must, as a minimum, consist of a description of RD&T activities to be accomplished during the program period, estimated costs for each eligible activity, and a description of any cooperative activities including the State DOT's participation in any transportation pooled fund studies and the NCHRP. The State DOT's work program should include a list of the major items with a cost estimate for each item. The work program should also include any study funded under a previous work program until a final report has been completed for the study.
(b) The State DOT's RD&T work program must include financial summaries showing the funding levels and share (Federal, State, and other sources) for RD&T activities for the program year. State DOTs are encouraged to include any activity funded 100 percent with State or other funds for information purposes.
(c) Approval and authorization procedures in § 420.115 are applicable to the State DOT's RD&T work program.
§ 420.209 What are the conditions for approval?
(a) As a condition for approval of FHWA planning and research funds for RD&T activities, a State DOT must develop, establish, and implement a management process that identifies and results in implementation of RD&T activities expected to address high priority transportation issues. The management process must include:
(1) An interactive process for identification and prioritization of RD&T activities for inclusion in an RD&T work program;
(2) Use of all FHWA planning and research funds set aside for RD&T activities, either internally or for participation in transportation pooled fund studies or other cooperative RD&T programs, to the maximum extent possible;
(3) Procedures for tracking program activities, schedules, accomplishments, and fiscal commitments;
(4) Support and use of the TRIS database for program development, reporting of active RD&T activities, and input of the final report information;
(5) Procedures to determine the effectiveness of the State DOT's management process in implementing the RD&T program, to determine the utilization of the State DOT's RD&T outputs, and to facilitate peer exchanges of its RD&T Program on a periodic basis;
(6) Procedures for documenting RD&T activities through the preparation of final reports. As a minimum, the documentation must include the data collected, analyses performed, conclusions, and recommendations. The State DOT must actively implement appropriate research findings and should document benefits; and
(7) Participation in peer exchanges of its RD&T management process and of other State DOTs' programs on a periodic basis. To assist peer exchange teams in conducting an effective exchange, the State DOT must provide to them the information and documentation required to be collected and maintained under this subpart. Travel and other costs associated with the State DOT's peer exchange may be identified as a line item in the State DOT's work program and will be eligible for 100 percent Federal funding. The peer exchange team must prepare a written report of the exchange.
(b) Documentation that describes the State DOT's management process and the procedures for selecting and implementing RD&T activities must be developed by the State DOT and submitted to the FHWA Division office for approval. Significant changes in the management process also must be submitted by the State DOT to the FHWA for approval. The State DOT must make the documentation available, as necessary, to facilitate peer exchanges.
(c) The State DOT must include a certification that it is in full compliance with the requirements of this subpart in each RD&T work program. If the State DOT is unable to certify full compliance, the FHWA Division Administrator may grant conditional approval of the State DOT's work program. A conditional approval must cite those areas of the State DOT's management process that are deficient and require that the deficiencies be corrected within 6 months of conditional approval. The certification must consist of a statement signed by the Administrator, or an official designated by the Administrator, of the State DOT certifying as follows: “I (name of certifying official), (position title), of the State (Commonwealth) of ________, do hereby certify that the State (Commonwealth) is in compliance with all requirements of 23 U.S.C. 505 and its implementing regulations with respect to the research, development, and technology transfer program, and contemplate no changes in statutes, regulations, or administrative procedures which would affect such compliance.”
(d) The FHWA Division Administrator shall periodically review the State DOT's management process to determine if the State is in compliance with the requirements of this subpart. If the Division Administrator determines that a State DOT is not complying with the requirements of this subpart, or is not performing in accordance with its RD&T management process, the FHWA Division Administrator shall issue a written notice of proposed determination of noncompliance to the State DOT. The notice will set forth the reasons for the proposed determination and inform the State DOT that it may reply in writing within 30 calendar days from the date of the notice. The State DOT's reply should address the deficiencies cited in the notice and provide documentation as necessary. If the State DOT and the Division Administrator cannot resolve the differences set forth in the determination of nonconformity, the State DOT may appeal to the Federal Highway Administrator whose action shall constitute the final decision of the FHWA. An adverse decision shall result in immediate withdrawal of approval of FHWA planning and research funds for the State DOT's RD&T activities until the State DOT is in full compliance.
(The information collection requirements in § 420.209 have been approved by the OMB and assigned control number 2125-0039)
PART 450 PLANNING ASSISTANCE AND STANDARDS
Authority: 23 U.S.C. 134 and 135; 42 U.S.C. 7410 et seq.; 49 U.S.C. 5303 and 5304; 49 CFR 1.85 and 1.90.
Source: 81 FR 34135, May 27, 2016, unless otherwise noted.
Subpart A Transportation Planning and Programming Definitions
§ 450.100 Purpose.
The purpose of this subpart is to provide definitions for terms used in this part.
§ 450.102 Applicability.
The definitions in this subpart are applicable to this part, except as otherwise provided.
§ 450.104 Definitions.
Unless otherwise specified, the definitions in 23 U.S.C. 101(a) and 49 U.S.C. 5302 are applicable to this part.
Administrative modification means a minor revision to a long-range statewide or metropolitan transportation plan, Transportation Improvement Program (TIP), or Statewide Transportation Improvement Program (STIP) that includes minor changes to project/project phase costs, minor changes to funding sources of previously included projects, and minor changes to project/project phase initiation dates. An administrative modification is a revision that does not require public review and comment, a redemonstration of fiscal constraint, or a conformity determination (in nonattainment and maintenance areas).
Amendment means a revision to a long-range statewide or metropolitan transportation plan, TIP, or STIP that involves a major change to a project included in a metropolitan transportation plan, TIP, or STIP, including the addition or deletion of a project or a major change in project cost, project/project phase initiation dates, or a major change in design concept or design scope (e.g., changing project termini or the number of through traffic lanes or changing the number of stations in the case of fixed guideway transit projects). Changes to projects that are included only for illustrative purposes do not require an amendment. An amendment is a revision that requires public review and comment and a redemonstration of fiscal constraint. If an amendment involves “non-exempt” projects in nonattainment and maintenance areas, a conformity determination is required.
Asset management means a strategic and systematic process of operating, maintaining, and improving physical assets, with a focus on both engineering and economic analysis based upon quality information, to identify a structured sequence of maintenance, preservation, repair, rehabilitation, and replacement actions that will achieve and sustain a desired state of good repair over the lifecycle of the assets at minimum practicable cost.
Attainment area means any geographic area in which levels of a given criteria air pollutant (e.g., ozone, carbon monoxide, PM10, PM2.5, and nitrogen dioxide) meet the health-based National Ambient Air Quality Standards (NAAQS) for that pollutant. An area may be an attainment area for one pollutant and a nonattainment area for others. A “maintenance area” (see definition in this section) is not considered an attainment area for transportation planning purposes.
Available funds means funds derived from an existing source dedicated to or historically used for transportation purposes. For Federal funds, authorized and/or appropriated funds and the extrapolation of formula and discretionary funds at historic rates of increase are considered “available.” A similar approach may be used for State and local funds that are dedicated to or historically used for transportation purposes.
Committed funds means funds that have been dedicated or obligated for transportation purposes. For State funds that are not dedicated to transportation purposes, only those funds over which the Governor has control may be considered “committed.” Approval of a TIP by the Governor is considered a commitment of those funds over which the Governor has control. For local or private sources of funds not dedicated to or historically used for transportation purposes (including donations of property), a commitment in writing (e.g., letter of intent) by the responsible official or body having control of the funds may be considered a commitment. For projects involving 49 U.S.C. 5309 funding, execution of a Full Funding Grant Agreement (or equivalent) or an Expedited Grant Agreement (or equivalent) with the DOT shall be considered a multiyear commitment of Federal funds.
Conformity means a Clean Air Act (42 U.S.C. 7506(c)) requirement that ensures that Federal funding and approval are given to transportation plans, programs and projects that are consistent with the air quality goals established by a State Implementation Plan (SIP). Conformity to the purpose of the SIP means that transportation activities will not cause new air quality violations, worsen existing violations, or delay timely attainment of the NAAQS or any required interim emission reductions or other milestones in any nonattainment or maintenance area. The transportation conformity regulations (40 CFR part 93, subpart A) sets forth policy, criteria, and procedures for demonstrating and assuring conformity of transportation activities.
Conformity lapse means, pursuant to section 176(c) of the Clean Air Act (42 U.S.C. 7506(c)), as amended, that the conformity determination for a metropolitan transportation plan or TIP has expired and thus there is no currently conforming metropolitan transportation plan or TIP.
Congestion Management Process means a systematic approach required in transportation management areas (TMAs) that provides for effective management and operation, based on a cooperatively developed and implemented metropolitan-wide strategy, of new and existing transportation facilities eligible for funding under title 23 U.S.C., and title 49 U.S.C., through the use of travel demand reduction and operational management strategies.
Consideration means that one or more parties takes into account the opinions, action, and relevant information from other parties in making a decision or determining a course of action.
Consultation means that one or more parties confer with other identified parties in accordance with an established process and, prior to taking action(s), considers the views of the other parties and periodically informs them about action(s) taken. This definition does not apply to the “consultation” performed by the States and the Metropolitan Planning Organizations (MPOs) in comparing the long-range statewide transportation plan and the metropolitan transportation plan, respectively, to State and tribal conservation plans or maps or inventories of natural or historic resources (see section 450.216(j) and sections 450.324(g)(1) and (g)(2)).
Cooperation means that the parties involved in carrying out the transportation planning and programming processes work together to achieve a common goal or objective.
Coordinated public transit-human services transportation plan means a locally developed, coordinated transportation plan that identifies the transportation needs of individuals with disabilities, older adults, and people with low incomes, provides strategies for meeting those local needs, and prioritizes transportation services for funding and implementation.
Coordination means the cooperative development of plans, programs, and schedules among agencies and entities with legal standing and adjustment of such plans, programs, and schedules to achieve general consistency, as appropriate.
Design concept means the type of facility identified for a transportation improvement project (e.g., freeway, expressway, arterial highway, grade-separated highway, toll road, reserved right-of-way rail transit, mixed-traffic rail transit, or busway).
Design scope means the aspects that will affect the proposed facility's impact on the region, usually as they relate to vehicle or person carrying capacity and control (e.g., number of lanes or tracks to be constructed or added, length of project, signalization, safety features, access control including approximate number and location of interchanges, or preferential treatment for high-occupancy vehicles).
Designated recipient means an entity designated, in accordance with the planning process under 49 U.S.C. 5303 and 5304, by the Governor of a State, responsible local officials, and publicly owned operators of public transportation, to receive and apportion amounts under 49 U.S.C. 5336 that are attributable to urbanized areas of 200,000 or more in population, or a State or regional authority if the authority is responsible under the laws of a State for a capital project and for financing and directly providing public transportation.
Environmental mitigation activities means strategies, policies, programs, and actions that, over time, will serve to avoid, minimize, rectify, reduce or eliminate impacts to environmental resources associated with the implementation of a long-range statewide transportation plan or metropolitan transportation plan.
Expedited Grant Agreement (EGA) means a contract that defines the scope of a Small Starts project, the Federal financial contribution, and other terms and conditions, in accordance with 49 U.S.C. 5309(h)(7).
Federal land management agency means units of the Federal Government currently responsible for the administration of public lands (e.g., U.S. Forest Service, U.S. Fish and Wildlife Service, Bureau of Land Management, and the National Park Service).
Federally funded non-emergency transportation services means transportation services provided to the general public, including those with special transport needs, by public transit, private non-profit service providers, and private third-party contractors to public agencies.
Financial plan means documentation required to be included with a metropolitan transportation plan and TIP (and optional for the long-range statewide transportation plan and STIP) that demonstrates the consistency between reasonably available and projected sources of Federal, State, local, and private revenues and the costs of implementing proposed transportation system improvements.
Financially constrained or Fiscal constraint means that the metropolitan transportation plan, TIP, and STIP includes sufficient financial information for demonstrating that projects in the metropolitan transportation plan, TIP, and STIP can be implemented using committed, available, or reasonably available revenue sources, with reasonable assurance that the federally supported transportation system is being adequately operated and maintained. For the TIP and the STIP, financial constraint/fiscal constraint applies to each program year. Additionally, projects in air quality nonattainment and maintenance areas can be included in the first 2 years of the TIP and STIP only if funds are “available” or “committed.”
Freight shippers means any entity that routinely transport cargo from one location to another by providers of freight transportation services or by their own operations, involving one or more travel modes.
Full Funding Grant Agreement (FFGA) means an instrument that defines the scope of a project, the Federal financial contribution, and other terms and conditions for funding New Starts projects as required by 49 U.S.C. 5309(k)(2).
Governor means the Governor of any of the 50 States or the Commonwealth of Puerto Rico or the Mayor of the District of Columbia.
Highway Safety Improvement Program (HSIP) means a State safety program with the purpose to reduce fatalities and serious injuries on all public roads through the implementation of the provisions of 23 U.S.C. 130, 148, and 150 including the development of a Strategic Highway Safety Plan (SHSP), Railway-Highway Crossings Program, and program of highway safety improvement projects.
Illustrative project means an additional transportation project that may be included in a financial plan for a metropolitan transportation plan, TIP, or STIP if reasonable additional resources were to become available.
Indian Tribal government means a duly formed governing body for an Indian or Alaska Native tribe, band, nation, pueblo, village, or community that the Secretary of the Interior acknowledges to exist as an Indian Tribe pursuant to the Federally Recognized Indian Tribe List Act of 1994, Public Law 103-454.
Intelligent Transportation System (ITS) means electronics, photonics, communications, or information processing used singly or in combination to improve the efficiency or safety of a surface transportation system.
Interim metropolitan transportation plan means a transportation plan composed of projects eligible to proceed under a conformity lapse and otherwise meeting all other applicable provisions of this part, including approval by the MPO.
Interim Transportation Improvement Program (TIP) means a TIP composed of projects eligible to proceed under a conformity lapse and otherwise meeting all other applicable provisions of this part, including approval by the MPO and the Governor.
Long-range statewide transportation plan means the official, statewide, multimodal, transportation plan covering a period of no less than 20 years developed through the statewide transportation planning process.
Maintenance area means any geographic region of the United States that the Environmental Protection Agency (EPA) previously designated as a nonattainment area for one or more pollutants pursuant to the Clean Air Act Amendments of 1990, and subsequently redesignated as an attainment area subject to the requirement to develop a maintenance plan under section 175A of the Clean Air Act, as amended (42 U.S.C. 7505a).
Management system means a systematic process, designed to assist decision makers in selecting cost effective strategies/actions to improve the efficiency or safety of, and protect the investment in the nation's infrastructure. A management system can include: Identification of performance measures; data collection and analysis; determination of needs; evaluation and selection of appropriate strategies/actions to address the needs; and evaluation of the effectiveness of the implemented strategies/actions.
Metropolitan planning agreement means a written agreement between the MPO, the State(s), and the providers of public transportation serving the metropolitan planning area that describes how they will work cooperatively to meet their mutual responsibilities in carrying out the metropolitan transportation planning process.
Metropolitan planning area (MPA) means the geographic area determined by agreement between the MPO for the area and the Governor, in which the metropolitan transportation planning process is carried out.
Metropolitan Planning Organization (MPO) means the policy board of an organization created and designated to carry out the metropolitan transportation planning process.
Metropolitan transportation plan means the official multimodal transportation plan addressing no less than a 20-year planning horizon that the MPO develops, adopts, and updates through the metropolitan transportation planning process.
National Ambient Air Quality Standard (NAAQS) means those standards established pursuant to section 109 of the Clean Air Act (42 U.S.C. 7409).
Nonattainment area means any geographic region of the United States that EPA designates as a nonattainment area under section 107 of the Clean Air Act (42 U.S.C. 7407) for any pollutants for which an NAAQS exists.
Nonmetropolitan area means a geographic area outside a designated metropolitan planning area.
Nonmetropolitan local officials means elected and appointed officials of general purpose local government in a nonmetropolitan area with responsibility for transportation.
Obligated projects means strategies and projects funded under title 23 U.S.C. and title 49 U.S.C. Chapter 53 for which the State or designated recipient authorized and committed the supporting Federal funds in preceding or current program years, and authorized by the FHWA or awarded as a grant by the FTA.
Operational and management strategies means actions and strategies aimed at improving the performance of existing and planned transportation facilities to relieve congestion and maximize the safety and mobility of people and goods.
Performance measure refers to “Measure” as defined in 23 CFR 490.101.
Performance metric refers to “Metric” as defined in 23 CFR 490.101.
Performance target refers to “Target” as defined in 23 CFR 490.101.
Project selection means the procedures followed by MPOs, States, and public transportation operators to advance projects from the first 4 years of an approved TIP and/or STIP to implementation, in accordance with agreed upon procedures.
Provider of freight transportation services means any entity that transports or otherwise facilitates the movement of cargo from one location to another for others or for itself.
Public transportation agency safety plan means a comprehensive plan established by a State or recipient of funds under Title 49, Chapter 53 and in accordance with 49 U.S.C. 5329(d).
Public transportation operator means the public entity or government-approved authority that participates in the continuing, cooperative, and comprehensive transportation planning process in accordance with 23 U.S.C. 134 and 135 and 49 U.S.C. 5303 and 5304, and is a recipient of Federal funds under title 49 U.S.C. Chapter 53 for transportation by a conveyance that provides regular and continuing general or special transportation to the public, but does not include sightseeing, school bus, charter, certain types of shuttle service, intercity bus transportation, or intercity passenger rail transportation provided by Amtrak.
Regional ITS architecture means a regional framework for ensuring institutional agreement and technical integration for the implementation of ITS projects or groups of projects.
Regionally significant project means a transportation project (other than projects that may be grouped in the TIP and/or STIP or exempt projects as defined in EPA's transportation conformity regulations (40 CFR part 93, subpart A)) that is on a facility that serves regional transportation needs (such as access to and from the area outside the region; major activity centers in the region; major planned developments such as new retail malls, sports complexes, or employment centers; or transportation terminals) and would normally be included in the modeling of the metropolitan area's transportation network. At a minimum, this includes all principal arterial highways and all fixed guideway transit facilities that offer an alternative to regional highway travel.
Regional Transportation Planning Organization (RTPO) means a policy board of nonmetropolitan local officials or their designees created to carry out the regional transportation planning process.
Revision means a change to a long-range statewide or metropolitan transportation plan, TIP, or STIP that occurs between scheduled periodic updates. A major revision is an “amendment” while a minor revision is an “administrative modification.”
Scenario planning means a planning process that evaluates the effects of alternative policies, plans and/or programs on the future of a community or region. This activity should provide information to decision makers as they develop the transportation plan.
State means any one of the 50 States, the District of Columbia, or Puerto Rico.
State Implementation Plan (SIP) means, as defined in section 302(q) of the Clean Air Act (CAA) (42 U.S.C. 7602(q)), the portion (or portions) of the implementation plan, or most recent revision thereof, which has been approved under section 110 of the CAA (42 U.S.C. 7410), or promulgated under section 110(c) of the CAA (42 U.S.C. 7410(c)), or promulgated or approved pursuant to regulations promulgated under section 301(d) of the CAA (42 U.S.C. 7601(d)) and which implements the relevant requirements of the CAA.
Statewide Transportation Improvement Program (STIP) means a statewide prioritized listing/program of transportation projects covering a period of 4 years that is consistent with the long-range statewide transportation plan, metropolitan transportation plans, and TIPs, and required for projects to be eligible for funding under title 23 U.S.C. and title 49 U.S.C. Chapter 53.
Strategic Highway Safety Plan means a comprehensive, multiyear, data-driven plan, developed by a State DOT in accordance with the 23 U.S.C. 148.
Transit Asset Management Plan means a plan that includes an inventory of capital assets, a condition assessment of inventoried assets, a decision support tool, and a prioritization of investments.
Transit Asset Management System means a strategic and systematic process of operating, maintaining, and improving public transportation capital assets effectively, throughout the life cycles of those assets.
Transportation Control Measure (TCM) means any measure that is specifically identified and committed to in the applicable SIP, including a substitute or additional TCM that is incorporated into the applicable SIP through the process established in CAA section 176(c)(8), that is either one of the types listed in section 108 of the CAA (42 U.S.C. 7408) or any other measure for the purpose of reducing emissions or concentrations of air pollutants from transportation sources by reducing vehicle use or changing traffic flow or congestion conditions. Notwithstanding the above, vehicle technology-based, fuel-based, and maintenance-based measures that control the emissions from vehicles under fixed traffic conditions are not TCMs.
Transportation improvement program (TIP) means a prioritized listing/program of transportation projects covering a period of 4 years that is developed and formally adopted by an MPO as part of the metropolitan transportation planning process, consistent with the metropolitan transportation plan, and required for projects to be eligible for funding under title 23 U.S.C. and title 49 U.S.C. chapter 53.
Transportation Management Area (TMA) means an urbanized area with a population over 200,000, as defined by the Bureau of the Census and designated by the Secretary of Transportation, or any additional area where TMA designation is requested by the Governor and the MPO and designated by the Secretary of Transportation.
Unified Planning Work Program (UPWP) means a statement of work identifying the planning priorities and activities to be carried out within a metropolitan planning area. At a minimum, a UPWP includes a description of the planning work and resulting products, who will perform the work, time frames for completing the work, the cost of the work, and the source(s) of funds.
Update means making current a long-range statewide transportation plan, metropolitan transportation plan, TIP, or STIP through a comprehensive review. Updates require public review and comment, a 20-year horizon for metropolitan transportation plans and long-range statewide transportation plans, a 4-year program period for TIPs and STIPs, demonstration of fiscal constraint (except for long-range statewide transportation plans), and a conformity determination (for metropolitan transportation plans and TIPs in nonattainment and maintenance areas).
Urbanized area (UZA) means a geographic area with a population of 50,000 or more, as designated by the Bureau of the Census.
Users of public transportation means any person, or groups representing such persons, who use transportation open to the general public, other than taxis and other privately funded and operated vehicles.
Visualization techniques means methods used by States and MPOs in the development of transportation plans and programs with the public, elected and appointed officials, and other stakeholders in a clear and easily accessible format such as GIS- or web-based surveys, inventories, maps, pictures, and/or displays identifying features such as roadway rights of way, transit, intermodal, and non-motorized transportation facilities, historic and cultural resources, natural resources, and environmentally sensitive areas, to promote improved understanding of existing or proposed transportation plans and programs.
[81 FR 34135, May 27, 2016, as amended at 81 FR 93469, Dec. 20, 2016; 82 FR 56542, Nov. 29, 2017]
Subpart B Statewide and Nonmetropolitan Transportation Planning and Programming
§ 450.200 Purpose.
The purpose of this subpart is to implement the provisions of 23 U.S.C. 135, 23 U.S.C. 150, and 49 U.S.C. 5304, as amended, which require each State to carry out a continuing, cooperative, and comprehensive performance-based statewide multimodal transportation planning process, including the development of a long-range statewide transportation plan and STIP, that facilitates the safe and efficient management, operation, and development of surface transportation systems that will serve the mobility needs of people and freight (including accessible pedestrian walkways, bicycle transportation facilities, and intermodal facilities that support intercity transportation, including intercity bus facilities and commuter van pool providers) and that fosters economic growth and development within and between States and urbanized areas, and take into consideration resiliency needs while minimizing transportation-related fuel consumption and air pollution in all areas of the State, including those areas subject to the metropolitan transportation planning requirements of 23 U.S.C. 134 and 49 U.S.C. 5303.
§ 450.202 Applicability.
The provisions of this subpart are applicable to States and any other organizations or entities (e.g., MPOs, RTPOs and public transportation operators) that are responsible for satisfying the requirements for transportation plans and programs throughout the State pursuant to 23 U.S.C. 135 and 49 U.S.C. 5304.
§ 450.204 Definitions.
Except as otherwise provided in subpart A of this part, terms defined in 23 U.S.C. 101(a) and 49 U.S.C. 5302 are used in this subpart as so defined.
§ 450.206 Scope of the statewide and nonmetropolitan transportation planning process.
(a) Each State shall carry out a continuing, cooperative, and comprehensive statewide transportation planning process that provides for consideration and implementation of projects, strategies, and services that will address the following factors:
(1) Support the economic vitality of the United States, the States, metropolitan areas, and nonmetropolitan areas, especially by enabling global competitiveness, productivity, and efficiency;
(2) Increase the safety of the transportation system for motorized and non-motorized users;
(3) Increase the security of the transportation system for motorized and non-motorized users;
(4) Increase accessibility and mobility of people and freight;
(5) Protect and enhance the environment, promote energy conservation, improve the quality of life, and promote consistency between transportation improvements and State and local planned growth and economic development patterns;
(6) Enhance the integration and connectivity of the transportation system, across and between modes throughout the State, for people and freight;
(7) Promote efficient system management and operation;
(8) Emphasize the preservation of the existing transportation system;
(9) Improve the resiliency and reliability of the transportation system and reduce or mitigate stormwater impacts of surface transportation; and
(10) Enhance travel and tourism.
(b) Consideration of the planning factors in paragraph (a) of this section shall be reflected, as appropriate, in the statewide transportation planning process. The degree of consideration and analysis of the factors should be based on the scale and complexity of many issues, including transportation systems development, land use, employment, economic development, human and natural environment (including Section 4(f) properties as defined in 23 CFR 774.17), and housing and community development.
(c) Performance-based approach. (1) The statewide transportation planning process shall provide for the establishment and use of a performance-based approach to transportation decisionmaking to support the national goals described in 23 U.S.C. 150(b) and the general purposes described in 49 U.S.C. 5301.
(2) Each State shall select and establish performance targets in coordination with the relevant MPOs to ensure consistency to the maximum extent practicable. The targets shall address the performance areas described in 23 U.S.C. 150(c), and the measures established under 23 CFR part 490, where applicable, to use in tracking progress toward attainment of critical outcomes for the State. States shall establish performance targets that reflect the measures identified in 23 U.S.C. 150(c) not later than 1 year after the effective date of the DOT final rule on performance measures. Each State shall select and establish targets under this paragraph in accordance with the appropriate target setting framework established at 23 CFR part 490.
(3) In areas not represented by an MPO, the selection of public transportation performance targets by a State shall be coordinated, to the maximum extent practicable, with providers of public transportation to ensure consistency with the performance targets that public transportation providers establish under 49 U.S.C. 5326(c) and 49 U.S.C. 5329(d).
(4) A State shall integrate into the statewide transportation planning process, directly or by reference, the goals, objectives, performance measures, and targets described in this section, in other State transportation plans and transportation processes, as well as any plans developed pursuant to chapter 53 of title 49 by providers of public transportation in areas not represented by an MPO required as part of a performance-based program. Examples of such plans and processes include the HSIP, SHSP, the State Asset Management Plan for the National Highway System (NHS), the State Freight Plan (if the State has one), the Transit Asset Management Plan, and the Public Transportation Agency Safety Plan.
(5) A State shall consider the performance measures and targets established under this paragraph when developing policies, programs, and investment priorities reflected in the long-range statewide transportation plan and statewide transportation improvement program.
(d) The failure to consider any factor specified in paragraph (a) or (c) of this section shall not be subject to review by any court under title 23 U.S.C., 49 U.S.C. Chapter 53, subchapter II of title 5 U.S.C. Chapter 5, or title 5 U.S.C. Chapter 7 in any matter affecting a long-range statewide transportation plan, STIP, project or strategy, or the statewide transportation planning process findings.
(e) Funds provided under 23 U.S.C. 505 and 49 U.S.C. 5305(e) are available to the State to accomplish activities described in this subpart. At the State's option, funds provided under 23 U.S.C. 104(b)(2) and 49 U.S.C. 5307, 5310, and 5311 may also be used for statewide transportation planning. A State shall document statewide transportation planning activities performed with funds provided under title 23 U.S.C. and title 49 U.S.C. Chapter 53 in a statewide planning work program in accordance with the provisions of 23 CFR part 420. The work program should include a discussion of the transportation planning priorities facing the State.
§ 450.208 Coordination of planning process activities.
(a) In carrying out the statewide transportation planning process, each State shall, at a minimum:
(1) Coordinate planning carried out under this subpart with the metropolitan transportation planning activities carried out under subpart C of this part for metropolitan areas of the State. The State is encouraged to rely on information, studies, or analyses provided by MPOs for portions of the transportation system located in metropolitan planning areas;
(2) Coordinate planning carried out under this subpart with statewide trade and economic development planning activities and related multistate planning efforts;
(3) Consider the concerns of Federal land management agencies that have jurisdiction over land within the boundaries of the State;
(4) Cooperate with affected local elected and appointed officials with responsibilities for transportation, or, if applicable, through RTPOs described in section 450.210(d) in nonmetropolitan areas;
(5) Consider the concerns of Indian Tribal governments that have jurisdiction over land within the boundaries of the State;
(6) Consider related planning activities being conducted outside of metropolitan planning areas and between States; and
(7) Coordinate data collection and analyses with MPOs and public transportation operators to support statewide transportation planning and programming priorities and decisions.
(b) The State air quality agency shall coordinate with the State department of transportation (State DOT) to develop the transportation portion of the State Implementation Plan (SIP) consistent with the Clean Air Act (42 U.S.C. 7401 et seq.).
(c) Two or more States may enter into agreements or compacts, not in conflict with any law of the United States, for cooperative efforts and mutual assistance in support of activities under this subpart related to interstate areas and localities in the States and establishing authorities the States consider desirable for making the agreements and compacts effective. The right to alter, amend, or repeal interstate compacts entered into under this part is expressly reserved.
(d) States may use any one or more of the management systems (in whole or in part) described in 23 CFR part 500.
(e) In carrying out the statewide transportation planning process, States should apply asset management principles and techniques consistent with the State Asset Management Plan for the NHS and the Transit Asset Management Plan, and Public Transportation Agency Safety Plan in establishing planning goals, defining STIP priorities, and assessing transportation investment decisions, including transportation system safety, operations, preservation, and maintenance.
(f) For non-NHS highways, States may apply principles and techniques consistent with other asset management plans to the transportation planning and programming processes, as appropriate.
(g) The statewide transportation planning process shall (to the maximum extent practicable) be consistent with the development of applicable regional intelligent transportation systems (ITS) architectures, as defined in 23 CFR part 940.
(h) Preparation of the coordinated public transit-human services transportation plan, as required by 49 U.S.C. 5310, should be coordinated and consistent with the statewide transportation planning process.
[81 FR 34135, May 27, 2016, as amended at 81 FR 93469, Dec. 20, 2016; 82 FR 56542, Nov. 29, 2017]
§ 450.210 Interested parties, public involvement, and consultation.
(a) In carrying out the statewide transportation planning process, including development of the long-range statewide transportation plan and the STIP, the State shall develop and use a documented public involvement process that provides opportunities for public review and comment at key decision points.
(1) The State's public involvement process at a minimum shall:
(i) Establish early and continuous public involvement opportunities that provide timely information about transportation issues and decisionmaking processes to individuals, affected public agencies, representatives of public transportation employees, public ports, freight shippers, private providers of transportation (including intercity bus operators), representatives of users of public transportation, representatives of users of pedestrian walkways and bicycle transportation facilities, representatives of the disabled, providers of freight transportation services, and other interested parties;
(ii) Provide reasonable public access to technical and policy information used in the development of the long-range statewide transportation plan and the STIP;
(iii) Provide adequate public notice of public involvement activities and time for public review and comment at key decision points, including a reasonable opportunity to comment on the proposed long-range statewide transportation plan and STIP;
(iv) To the maximum extent practicable, ensure that public meetings are held at convenient and accessible locations and times;
(v) To the maximum extent practicable, use visualization techniques to describe the proposed long-range statewide transportation plan and supporting studies;
(vi) To the maximum extent practicable, make public information available in electronically accessible format and means, such as the World Wide Web, as appropriate to afford reasonable opportunity for consideration of public information;
(vii) Demonstrate explicit consideration and response to public input during the development of the long-range statewide transportation plan and STIP;
(viii) Include a process for seeking out and considering the needs of those traditionally underserved by existing transportation systems, such as low-income and minority households, who may face challenges accessing employment and other services; and
(ix) Provide for the periodic review of the effectiveness of the public involvement process to ensure that the process provides full and open access to all interested parties and revise the process, as appropriate.
(2) The State shall provide for public comment on existing and proposed processes for public involvement in the development of the long-range statewide transportation plan and the STIP. At a minimum, the State shall allow 45 calendar days for public review and written comment before the procedures and any major revisions to existing procedures are adopted. The State shall provide copies of the approved public involvement process document(s) to the FHWA and the FTA for informational purposes.
(3) With respect to the setting of targets, nothing in this part precludes a State from considering comments made as part of the State's public involvement process.
(b) The State shall provide for nonmetropolitan local official participation in the development of the long-range statewide transportation plan and the STIP. The State shall have a documented process(es) for cooperating with nonmetropolitan local officials representing units of general purpose local government and/or local officials with responsibility for transportation that is separate and discrete from the public involvement process and provides an opportunity for their participation in the development of the long-range statewide transportation plan and the STIP. Although the FHWA and the FTA shall not review or approve this cooperative process(es), the State shall provide copies of the process document(s) to the FHWA and the FTA for informational purposes.
(1) At least once every 5 years, the State shall review and solicit comments from nonmetropolitan local officials and other interested parties for a period of not less than 60 calendar days regarding the effectiveness of the cooperative process and any proposed changes. The State shall direct a specific request for comments to the State association of counties, State municipal league, regional planning agencies, or directly to nonmetropolitan local officials.
(2) The State, at its discretion, is responsible for determining whether to adopt any proposed changes. If a proposed change is not adopted, the State shall make publicly available its reasons for not accepting the proposed change, including notification to nonmetropolitan local officials or their associations.
(c) For each area of the State under the jurisdiction of an Indian Tribal government, the State shall develop the long-range statewide transportation plan and STIP in consultation with the Tribal government and the Secretary of the Interior. States shall, to the extent practicable, develop a documented process(es) that outlines roles, responsibilities, and key decision points for consulting with Indian Tribal governments and Department of the Interior in the development of the long-range statewide transportation plan and the STIP.
(d) To carry out the transportation planning process required by this section, a Governor may establish and designate RTPOs to enhance the planning, coordination, and implementation of the long-range statewide transportation plan and STIP, with an emphasis on addressing the needs of nonmetropolitan areas of the State. In order to be treated as an RTPO for purposes of this Part, any existing regional planning organization must be established and designated as an RTPO under this section.
(1) Where established, an RTPO shall be a multijurisdictional organization of nonmetropolitan local officials or their designees who volunteer for such organization and representatives of local transportation systems who volunteer for such organization.
(2) An RTPO shall establish, at a minimum:
(i) A policy committee, the majority of which shall consist of nonmetropolitan local officials, or their designees, and, as appropriate, additional representatives from the State, private business, transportation service providers, economic development practitioners, and the public in the region; and
(ii) A fiscal and administrative agent, such as an existing regional planning and development organization, to provide professional planning, management, and administrative support.
(3) The duties of an RTPO shall include:
(i) Developing and maintaining, in cooperation with the State, regional long-range multimodal transportation plans;
(ii) Developing a regional TIP for consideration by the State;
(iii) Fostering the coordination of local planning, land use, and economic development plans with State, regional, and local transportation plans and programs;
(iv) Providing technical assistance to local officials;
(v) Participating in national, multistate, and State policy and planning development processes to ensure the regional and local input of nonmetropolitan areas;
(vi) Providing a forum for public participation in the statewide and regional transportation planning processes;
(vii) Considering and sharing plans and programs with neighboring RTPOs, MPOs, and, where appropriate, Indian Tribal Governments; and
(viii) Conducting other duties, as necessary, to support and enhance the statewide planning process under § 450.206.
(4) If a State chooses not to establish or designate an RTPO, the State shall consult with affected nonmetropolitan local officials to determine projects that may be of regional significance.
§ 450.212 Transportation planning studies and project development.
(a) Pursuant to section 1308 of the Transportation Equity Act for the 21st Century, TEA-21 (Pub. L. 105-178), a State(s), MPO(s), or public transportation operator(s) may undertake a multimodal, systems-level corridor or subarea planning study as part of the statewide transportation planning process. To the extent practicable, development of these transportation planning studies shall involve consultation with, or joint efforts among, the State(s), MPO(s), and/or public transportation operator(s). The results or decisions of these transportation planning studies may be used as part of the overall project development process consistent with the National Environmental Policy Act (NEPA) of 1969 (42 U.S.C. 4321 et seq.) and associated implementing regulations (23 CFR part 771 and 40 CFR parts 1500-1508). Specifically, these corridor or subarea studies may result in producing any of the following for a proposed transportation project:
(1) Purpose and need or goals and objective statement(s);
(2) General travel corridor and/or general mode(s) definition (e.g., highway, transit, or a highway/transit combination);
(3) Preliminary screening of alternatives and elimination of unreasonable alternatives;
(4) Basic description of the environmental setting; and/or
(5) Preliminary identification of environmental impacts and environmental mitigation.
(b) Publicly available documents or other source material produced by, or in support of, the transportation planning process described in this subpart may be incorporated directly or by reference into subsequent NEPA documents, in accordance with 40 CFR 1502.21, if:
(1) The NEPA lead agencies agree that such incorporation will aid in establishing or evaluating the purpose and need for the Federal action, reasonable alternatives, cumulative or other impacts on the human and natural environment, or mitigation of these impacts; and
(2) The systems-level, corridor, or subarea planning study is conducted with:
(i) Involvement of interested State, local, Tribal, and Federal agencies;
(ii) Public review;
(iii) Reasonable opportunity to comment during the statewide transportation planning process and development of the corridor or subarea planning study;
(iv) Documentation of relevant decisions in a form that is identifiable and available for review during the NEPA scoping process and can be appended to or referenced in the NEPA document; and
(v) The review of the FHWA and the FTA, as appropriate.
(c) By agreement of the NEPA lead agencies, the above integration may be accomplished through tiering (as described in 40 CFR 1502.20), incorporating the subarea or corridor planning study into the draft Environmental Impact Statement or Environmental Assessment, or other means that the NEPA lead agencies deem appropriate. Additional information to further explain the linkages between the transportation planning and project development/NEPA processes is contained in Appendix A to this part, including an explanation that is non-binding guidance material. The guidance in Appendix A applies only to paragraphs (a)-(c) in this section.
(d) In addition to the process for incorporation directly or by reference outlined in paragraph (b) of this section, an additional authority for integrating planning products into the environmental review process exists in 23 U.S.C. 168. As provided in 23 U.S.C. 168(f):
(1) The statutory authority in 23 U.S.C. 168 shall not be construed to limit in any way the continued use of processes established under other parts of this section or under an authority established outside this part, and the use of one of the processes in this section does not preclude the subsequent use of another process in this section or an authority outside of this part.
(2) The statute does not restrict the initiation of the environmental review process during planning.
§ 450.214 Development of programmatic mitigation plans.
(a) A State may utilize the optional framework in this section to develop programmatic mitigation plans as part of the statewide transportation planning process to address the potential environmental impacts of future transportation projects. The State in consultation with FHWA and/or FTA and with the agency or agencies with jurisdiction and special expertise over the resources being addressed in the plan, will determine:
(1) Scope. (i) A State may develop a programmatic mitigation plan on a local, regional, ecosystem, watershed, statewide or similar scale.
(ii) The plan may encompass multiple environmental resources within a defined geographic area(s) or may focus on a specific type(s) of resource(s) such as aquatic resources, parkland, or wildlife habitat.
(iii) The plan may address or consider impacts from all projects in a defined geographic area(s) or may focus on a specific type(s) of project(s).
(2) Contents. The programmatic mitigation plan may include:
(i) An assessment of the existing condition of natural and human environmental resources within the area covered by the plan, including an assessment of historic and recent trends and/or any potential threats to those resources.
(ii) An identification of economic, social, and natural and human environmental resources within the geographic area that may be impacted and considered for mitigation. Examples of these resources include wetlands, streams, rivers, stormwater, parklands, cultural resources, historic resources, farmlands, archeological resources, threatened or endangered species, and critical habitat. This may include the identification of areas of high conservation concern or value, and thus worthy of avoidance.
(iii) An inventory of existing or planned environmental resource banks for the impacted resource categories such as wetland, stream, stormwater, habitat, species, and an inventory of federally, State, or locally approved in-lieu-of-fee programs.
(iv) An assessment of potential opportunities to improve the overall quality of the identified environmental resources through strategic mitigation for impacts of transportation projects, which may include the prioritization of parcels or areas for acquisition and/or potential resource banking sites.
(v) An adoption or development of standard measures or operating procedures for mitigating certain types of impacts; establishment of parameters for determining or calculating appropriate mitigation for certain types of impacts, such as mitigation ratios, or criteria for determining appropriate mitigation sites.
(vi) Adaptive management procedures, such as protocols or procedures that involve monitoring actual impacts against predicted impacts over time and adjusting mitigation measures in response to information gathered through the monitoring.
(vii) Acknowledgment of specific statutory or regulatory requirements that must be satisfied when determining appropriate mitigation for certain types of resources.
(b) A State may adopt a programmatic mitigation plan developed pursuant to paragraph (a), or developed pursuant to an alternative process as provided for in paragraph (f) of this section through the following process:
(1) Consult with each agency with jurisdiction over the environmental resources considered in the programmatic mitigation plan;
(2) Make available a draft of the programmatic mitigation plan for review and comment by appropriate environmental resource agencies and the public;
(3) Consider comments received from such agencies and the public on the draft plan; and
(4) Address such comments in the final programmatic mitigation plan.
(c) A State may integrate a programmatic mitigation plan with other plans, including, watershed plans, ecosystem plans, species recovery plans, growth management plans, State Wildlife Action Plans, and land use plans.
(d) If a programmatic mitigation plan has been adopted pursuant to paragraph (b), any Federal agency responsible for environmental reviews, permits, or approvals for a transportation project shall give substantial weight to the recommendations in the programmatic mitigation plan when carrying out its responsibilities under the National Environmental Policy Act of 1969 (42 U.S.C. 4321 et seq.) (NEPA) or other Federal environmental law.
(e) Nothing in this section limits the use of programmatic approaches for reviews under NEPA.
(f) Nothing in this section prohibits the development, as part of or separate from the transportation planning process, of a programmatic mitigation plan independent of the framework described in paragraph (a) of this section. Further, nothing in this section prohibits the adoption of a programmatic mitigation plan in the statewide and nonmetropolitan transportation planning process that was developed under another authority, independent of the framework described in paragraph (a).
§ 450.216 Development and content of the long-range statewide transportation plan.
(a) The State shall develop a long-range statewide transportation plan, with a minimum 20-year forecast period at the time of adoption, that provides for the development and implementation of the multimodal transportation system for the State. The long-range statewide transportation plan shall consider and include, as applicable, elements and connections between public transportation, non-motorized modes, rail, commercial motor vehicle, waterway, and aviation facilities, particularly with respect to intercity travel.
(b) The long-range statewide transportation plan should include capital, operations and management strategies, investments, procedures, and other measures to ensure the preservation and most efficient use of the existing transportation system including consideration of the role that intercity buses may play in reducing congestion, pollution, and energy consumption in a cost-effective manner and strategies and investments that preserve and enhance intercity bus systems, including systems that are privately owned and operated. The long-range statewide transportation plan may consider projects and strategies that address areas or corridors where current or projected congestion threatens the efficient functioning of key elements of the State's transportation system.
(c) The long-range statewide transportation plan shall reference, summarize, or contain any applicable short-range planning studies; strategic planning and/or policy studies; transportation needs studies; management systems reports; emergency relief and disaster preparedness plans; and any statements of policies, goals, and objectives on issues (e.g., transportation, safety, economic development, social and environmental effects, or energy), as appropriate, that were relevant to the development of the long-range statewide transportation plan.
(d) The long-range statewide transportation plan should integrate the priorities, goals, countermeasures, strategies, or projects contained in the HSIP, including the SHSP, required under 23 U.S.C. 148, the Public Transportation Agency Safety Plan required under 49 U.S.C. 5329(d), or an Interim Agency Safety Plan in accordance with 49 CFR part 659, as in effect until completion of the Public Transportation Agency Safety Plan.
(e) The long-range statewide transportation plan should include a security element that incorporates or summarizes the priorities, goals, or projects set forth in other transit safety and security planning and review processes, plans, and programs, as appropriate.
(f) The statewide transportation plan shall include:
(1) A description of the performance measures and performance targets used in assessing the performance of the transportation system in accordance with § 450.206(c); and
(2) A system performance report and subsequent updates evaluating the condition and performance of the transportation system with respect to the performance targets described in § 450.206(c), including progress achieved by the MPO(s) in meeting the performance targets in comparison with system performance recorded in previous reports.
(g) Within each metropolitan area of the State, the State shall develop the long-range statewide transportation plan in cooperation with the affected MPOs.
(h) For nonmetropolitan areas, the State shall develop the long-range statewide transportation plan in cooperation with affected nonmetropolitan local officials with responsibility for transportation or, if applicable, through RTPOs described in § 450.210(d) using the State's cooperative process(es) established under § 450.210(b).
(i) For each area of the State under the jurisdiction of an Indian Tribal government, the State shall develop the long-range statewide transportation plan in consultation with the Tribal government and the Secretary of the Interior consistent with § 450.210(c).
(j) The State shall develop the long-range statewide transportation plan, as appropriate, in consultation with State, Tribal, and local agencies responsible for land use management, natural resources, environmental protection, conservation, and historic preservation. This consultation shall involve comparison of transportation plans to State and Tribal conservation plans or maps, if available, and comparison of transportation plans to inventories of natural or historic resources, if available.
(k) A long-range statewide transportation plan shall include a discussion of potential environmental mitigation activities and potential areas to carry out these activities, including activities that may have the greatest potential to restore and maintain the environmental functions affected by the long-range statewide transportation plan. The discussion may focus on policies, programs, or strategies, rather than at the project level. The State shall develop the discussion in consultation with applicable Federal, State, regional, local and Tribal land management, wildlife, and regulatory agencies. The State may establish reasonable timeframes for performing this consultation.
(l) In developing and updating the long-range statewide transportation plan, the State shall provide:
(1) To nonmetropolitan local elected officials, or, if applicable, through RTPOs described in § 450.210(d), an opportunity to participate in accordance with § 450.216(h); and
(2) To individuals, affected public agencies, representatives of public transportation employees, public ports, freight shippers, private providers of transportation (including intercity bus operators, employer-based cash-out program, shuttle program, or telework program), representatives of users of public transportation, representatives of users of pedestrian walkways and bicycle transportation facilities, representatives of the disabled, providers of freight transportation services, and other interested parties with a reasonable opportunity to comment on the proposed long-range statewide transportation plan. In carrying out these requirements, the State shall use the public involvement process described under § 450.210(a).
(m) The long-range statewide transportation plan may include a financial plan that demonstrates how the adopted long-range statewide transportation plan can be implemented, indicates resources from public and private sources that are reasonably expected to be made available to carry out the plan, and recommends any additional financing strategies for needed projects and programs. In addition, for illustrative purposes, the financial plan may include additional projects that the State would include in the adopted long-range statewide transportation plan if additional resources beyond those identified in the financial plan were to become available. The financial plan may include an assessment of the appropriateness of innovative finance techniques (for example, tolling, pricing, bonding, public-private partnerships, or other strategies) as revenue sources.
(n) The State is not required to select any project from the illustrative list of additional projects included in the financial plan described in paragraph (m) of this section.
(o) The State shall publish or otherwise make available the long-range statewide transportation plan for public review, including (to the maximum extent practicable) in electronically accessible formats and means, such as the World Wide Web, as described in § 450.210(a).
(p) The State shall continually evaluate, revise, and periodically update the long-range statewide transportation plan, as appropriate, using the procedures in this section for development and establishment of the long-range statewide transportation plan.
(q) The State shall provide copies of any new or amended long-range statewide transportation plan documents to the FHWA and the FTA for informational purposes.
§ 450.218 Development and content of the statewide transportation improvement program (STIP).
(a) The State shall develop a statewide transportation improvement program (STIP) for all areas of the State. The STIP shall cover a period of no less than 4 years and shall be updated at least every 4 years, or more frequently if the Governor of the State elects a more frequent update cycle. However, if the STIP covers more than 4 years, the FHWA and the FTA will consider the projects in the additional years as informational. In case of difficulties developing a portion of the STIP for a particular area (e.g., metropolitan planning area, nonattainment or maintenance area, or Indian Tribal lands), the State may develop a partial STIP covering the rest of the State.
(b) For each metropolitan area in the State, the State shall develop the STIP in cooperation with the MPO designated for the metropolitan area. The State shall include each metropolitan TIP without change in the STIP, directly or by reference, after approval of the TIP by the MPO and the Governor. A metropolitan TIP in a nonattainment or maintenance area is subject to a FHWA/FTA conformity finding before inclusion in the STIP. In areas outside a metropolitan planning area but within an air quality nonattainment or maintenance area containing any part of a metropolitan area, projects must be included in the regional emissions analysis that supported the conformity determination of the associated metropolitan TIP before they are added to the STIP.
(c) For each nonmetropolitan area in the State, the State shall develop the STIP in cooperation with affected nonmetropolitan local officials with responsibility for transportation or, if applicable, through RTPOs described in § 450.210(d) using the State's consultation process(es) established under § 450.210(b).
(d) For each area of the State under the jurisdiction of an Indian Tribal government, the STIP shall be developed in consultation with the Tribal government and the Secretary of the Interior.
(e) Tribal Transportation Program, Federal Lands Transportation Program, and Federal Lands Access Program TIPs shall be included without change in the STIP, directly or by reference, once approved by the FHWA pursuant to 23 U.S.C. 201(c)(4).
(f) The Governor shall provide all interested parties with a reasonable opportunity to comment on the proposed STIP as required by § 450.210(a).
(g) The STIP shall include capital and non-capital surface transportation projects (or phases of projects) within the boundaries of the State proposed for funding under title 23 U.S.C. and title 49 U.S.C. Chapter 53 (including transportation alternatives and associated transit improvements; Tribal Transportation Program projects, Federal Lands Transportation Program projects, and Federal Lands Access Program projects; HSIP projects; trails projects; and accessible pedestrian walkways and bicycle facilities), except the following that may be included:
(1) Safety projects funded under 23 U.S.C. 402 and 49 U.S.C. 31102;
(2) Metropolitan planning projects funded under 23 U.S.C. 104(d) and 49 U.S.C. 5305(d);
(3) State planning and research projects funded under 23 U.S.C. 505 and 49 U.S.C. 5305(e);
(4) State planning and research projects funded with Surface Transportation Program funds;
(5) Emergency relief projects (except those involving substantial functional, locational, or capacity changes);
(6) Research, development, demonstration, and deployment projects funded under 49 U.S.C. 5312, and technical assistance and standards development projects funded under 49 U.S.C. 5314;
(7) Project management oversight projects funded under 49 U.S.C. 5327; and
(8) State safety oversight programs funded under 49 U.S.C. 5329.
(h) The STIP shall contain all regionally significant projects requiring an action by the FHWA or the FTA whether or not the projects are to be funded with 23 U.S.C. Chapters 1 and 2 or title 49 U.S.C. Chapter 53 funds (e.g., addition of an interchange to the Interstate System with State, local, and/or private funds, and congressionally designated projects not funded under title 23 U.S.C. or title 49 U.S.C. Chapter 53). For informational and conformity purposes, the STIP shall include (if appropriate and included in any TIPs) all regionally significant projects proposed to be funded with Federal funds other than those administered by the FHWA or the FTA, as well as all regionally significant projects to be funded with non-Federal funds.
(i) The STIP shall include for each project or phase (e.g., preliminary engineering, environment/NEPA, right-of-way, design, or construction) the following:
(1) Sufficient descriptive material (i.e., type of work, termini, and length) to identify the project or phase;
(2) Estimated total project cost or a project cost range, which may extend beyond the 4 years of the STIP;
(3) The amount of Federal funds proposed to be obligated during each program year. For the first year, this includes the proposed category of Federal funds and source(s) of non-Federal funds. For the second, third, and fourth years, this includes the likely category or possible categories of Federal funds and sources of non-Federal funds; and
(4) Identification of the agencies responsible for carrying out the project or phase.
(j) Projects that are not considered to be of appropriate scale for individual identification in a given program year may be grouped by function, work type, and/or geographic area using the applicable classifications under 23 CFR 771.117(c) and (d) and/or 40 CFR part 93. In nonattainment and maintenance areas, project classifications must be consistent with the “exempt project” classifications contained in the EPA's transportation conformity regulations (40 CFR part 93, subpart A). In addition, projects proposed for funding under title 23 U.S.C. Chapter 2 that are not regionally significant may be grouped in one line item or identified individually in the STIP.
(k) Each project or project phase included in the STIP shall be consistent with the long-range statewide transportation plan developed under § 450.216 and, in metropolitan planning areas, consistent with an approved metropolitan transportation plan developed under § 450.324.
(l) The STIP may include a financial plan that demonstrates how the approved STIP can be implemented, indicates resources from public and private sources that are reasonably expected to be available to carry out the STIP, and recommends any additional financing strategies for needed projects and programs. In addition, for illustrative purposes, the financial plan may include additional projects that would be included in the adopted STIP if reasonable additional resources beyond those identified in the financial plan were to become available. The State is not required to select any project from the illustrative list for implementation, and projects on the illustrative list cannot be advanced to implementation without an action by the FHWA and the FTA on the STIP. Revenue and cost estimates for the STIP must use an inflation rate to reflect “year of expenditure dollars,” based on reasonable financial principles and information, developed cooperatively by the State, MPOs, and public transportation operators.
(m) In nonattainment and maintenance areas, projects included in the first 2 years of the STIP shall be limited to those for which funds are available or committed. Financial constraint of the STIP shall be demonstrated and maintained by year and shall include sufficient financial information to demonstrate which projects are to be implemented using current and/or reasonably available revenues, while federally supported facilities are being adequately operated and maintained. In the case of proposed funding sources, strategies for ensuring their availability shall be identified in the financial plan consistent with paragraph (l) of this section. For purposes of transportation operations and maintenance, the STIP shall include financial information containing system-level estimates of costs and revenue sources that are reasonably expected to be available to adequately operate and maintain Federal-aid highways (as defined by 23 U.S.C. 101(a)(5)) and public transportation (as defined by title 49 U.S.C. 5302).
(n) Projects in any of the first 4 years of the STIP may be advanced in place of another project in the first 4 years of the STIP, subject to the project selection requirements of § 450.222. In addition, subject to FHWA/FTA approval (see § 450.220), the State may revise the STIP at any time under procedures agreed to by the State, MPO(s), and public transportation operators consistent with the STIP development procedures established in this section, as well as the procedures for participation by interested parties (see § 450.210(a)). Changes that affect fiscal constraint must take place by amendment of the STIP.
(o) The STIP shall include a project, or an identified phase of a project, only if full funding can reasonably be anticipated to be available for the project within the time period contemplated for completion of the project.
(p) In cases where the FHWA and the FTA find a STIP to be fiscally constrained, and a revenue source is subsequently removed or substantially reduced (i.e., by legislative or administrative actions), the FHWA and the FTA will not withdraw the original determination of fiscal constraint. However, in such cases, the FHWA and the FTA will not act on an updated or amended STIP that does not reflect the changed revenue situation.
(q) A STIP shall include, to the maximum extent practicable, a discussion of the anticipated effect of the STIP toward achieving the performance targets identified by the State in the statewide transportation plan or other State performance-based plan(s), linking investment priorities to those performance targets.
[81 FR 34135, May 27, 2016, as amended at 81 FR 93470, Dec. 20, 2016; 82 FR 56543, Nov. 29, 2017]
§ 450.220 Self-certifications, Federal findings, and Federal approvals.
(a) At least every 4 years, the State shall submit an updated STIP concurrently to the FHWA and the FTA for joint approval. The State must also submit STIP amendments to the FHWA and the FTA for joint approval. At the time the entire proposed STIP or STIP amendments are submitted to the FHWA and the FTA for joint approval, the State shall certify that the transportation planning process is being carried out in accordance with all applicable requirements of:
(1) 23 U.S.C. 134 and 135, 49 U.S.C. 5303 and 5304, and this part;
(2) Title VI of the Civil Rights Act of 1964, as amended (42 U.S.C. 2000d-1) and 49 CFR part 21;
(3) 49 U.S.C. 5332, prohibiting discrimination on the basis of race, color, creed, national origin, sex, or age in employment or business opportunity;
(4) Section 1101(b) of the FAST Act (Pub. L. 114-357) and 49 CFR part 26 regarding the involvement of disadvantaged business enterprises in DOT funded projects;
(5) 23 CFR part 230, regarding implementation of an equal employment opportunity program on Federal and Federal-aid highway construction contracts;
(6) The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) and 49 CFR parts 27, 37, and 38;
(7) In States containing nonattainment and maintenance areas, sections 174 and 176(c) and (d) of the Clean Air Act, as amended (42 U.S.C. 7504, 7506(c) and (d)) and 40 CFR part 93;
(8) The Older Americans Act, as amended (42 U.S.C. 6101), prohibiting discrimination on the basis of age in programs or activities receiving Federal financial assistance;
(9) 23 U.S.C. 324, regarding the prohibition of discrimination based on gender; and
(10) Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. 794) and 49 CFR part 27 regarding discrimination against individuals with disabilities.
(b) The FHWA and the FTA shall review the STIP or the amended STIP, and make a joint finding on the extent to which the STIP is based on a statewide transportation planning process that meets or substantially meets the requirements of 23 U.S.C. 134 and 135, 49 U.S.C. 5303 and 5304, and subparts A, B, and C of this part. Approval of the STIP by the FHWA and the FTA, in its entirety or in part, will be based upon the results of this joint finding.
(1) If the FHWA and the FTA determine that the STIP or amended STIP is based on a statewide transportation planning process that meets or substantially meets the requirements of 23 U.S.C. 135, 49 U.S.C. 5304, and this part, the FHWA and the FTA may jointly:
(i) Approve the entire STIP;
(ii) Approve the STIP subject to certain corrective actions by the State; or
(iii) Under special circumstances, approve a partial STIP covering only a portion of the State.
(2) If the FHWA and the FTA jointly determine and document in the planning finding that a submitted STIP or amended STIP does not substantially meet the requirements of 23 U.S.C. 135, 49 U.S.C. 5304, and this part for any identified categories of projects, the FHWA and the FTA will not approve the STIP.
(c) The approval period for a new or amended STIP shall not exceed 4 years. If a State demonstrates, in writing, that extenuating circumstances will delay the submittal of a new or amended STIP past its update deadline, the FHWA and the FTA will consider and take appropriate action on a request to extend the approval beyond 4 years for all or part of the STIP for a period not to exceed 180 calendar days. In these cases, priority consideration will be given to projects and strategies involving the operation and management of the multimodal transportation system. Where the request involves projects in a metropolitan planning area(s), the affected MPO(s) must concur in the request. If the delay was due to the development and approval of a metropolitan TIP(s), the affected MPO(s) must provide supporting information, in writing, for the request.
(d) Where necessary in order to maintain or establish highway and transit operations, the FHWA and the FTA may approve operating assistance for specific projects or programs, even though the projects or programs may not be included in an approved STIP.
§ 450.222 Project selection from the STIP.
(a) Except as provided in § 450.218(g) and § 450.220(d), only projects in a FHWA/FTA approved STIP are eligible for funds administered by the FHWA or the FTA.
(b) In metropolitan planning areas, transportation projects proposed for funds administered by the FHWA or the FTA shall be selected from the approved STIP in accordance with project selection procedures provided in § 450.332.
(c) In nonmetropolitan areas, with the exclusion of specific projects as described in this section, the State shall select projects from the approved STIP in cooperation with the affected nonmetropolitan local officials, or if applicable, through RTPOs described in § 450.210(e). The State shall select transportation projects undertaken on the NHS, under the Bridge and Interstate Maintenance programs in title 23 U.S.C. and under sections 5310 and 5311 of title 49 U.S.C. Chapter 53 from the approved STIP in consultation with the affected nonmetropolitan local officials with responsibility for transportation.
(d) Tribal Transportation Program, Federal Lands Transportation Program, and Federal Lands Access Program projects shall be selected from the approved STIP in accordance with the procedures developed pursuant to 23 U.S.C. 201, 202, 203, and 204.
(e) The projects in the first year of an approved STIP shall constitute an “agreed to” list of projects for subsequent scheduling and implementation. No further action under paragraphs (b) through (d) of this section is required for the implementing agency to proceed with these projects. If Federal funds available are significantly less than the authorized amounts, or where there is significant shifting of projects among years, § 450.332(a) provides for a revised list of “agreed to” projects to be developed upon the request of the State, MPO, or public transportation operator(s). If an implementing agency wishes to proceed with a project in the second, third, or fourth year of the STIP, the procedures in paragraphs (b) through (d) of this section or expedited procedures that provide for the advancement of projects from the second, third, or fourth years of the STIP may be used, if agreed to by all parties involved in the selection process.
§ 450.224 Applicability of NEPA to statewide transportation plans and programs.
Any decision by the Secretary concerning a long-range statewide transportation plan or STIP developed through the processes provided for in 23 U.S.C. 135, 49 U.S.C. 5304, and this subpart shall not be considered to be a Federal action subject to review under the National Environmental Policy Act of 1969 (42 U.S.C. 4321 et seq.).
§ 450.226 Phase-in of new requirements.
(a) Prior to May 27, 2018, a State may adopt a long-range statewide transportation plan that has been developed using the SAFETEA-LU requirements or the provisions and requirements of this part. On or after May 27, 2018, a State may only adopt a long-range statewide transportation plan that it has developed according to the provisions and requirements of this part.
(b) Prior to May 27, 2018 (2 years after the publication date of this rule), FHWA/FTA may approve a STIP update or amendment that has been developed using the SAFETEA-LU requirements or the provisions and requirements of this part. On or after May 27, 2018, FHWA/FTA may only approve a STIP update or amendment that a State has developed according to the provisions and requirements of this part, regardless of when the State developed the STIP.
(c) On and after May 27, 2018 (2 years after the publication date of this rule), the FHWA and the FTA will take action on an updated or amended STIP developed under the provisions of this part, even if the State has not yet adopted a new long-range statewide transportation plan under the provisions of this part, as long as the underlying transportation planning process is consistent with the requirements in the MAP-21.
(d) On or after May 27, 2018, a State may make an administrative modification to a STIP that conforms to either the SAFETEA-LU requirements or to the provisions and requirements of this part.
(e) Two years from the effective date of each rule establishing performance measures under 23 U.S.C. 150(c), 49 U.S.C. 5326, or 49 U.S.C. 5329, FHWA/FTA will only approve an updated or amended STIP that is based on a statewide transportation planning process that meets the performance-based planning requirements in this part and in such a rule.
(f) Prior to 2 years from the effective date of each rule establishing performance measures under 23 U.S.C. 150(c), 49 U.S.C. 5326, or 49 U.S.C. 5329, a State may adopt a long-range statewide transportation plan that it has developed using the SAFETEA-LU requirements or the performance-based provisions and requirements of this part and in such a rule. Two years on or after the effective date of each rule establishing performance measures under 23 U.S.C. 150(c), 49 U.S.C. 5326, or 49 U.S.C. 5329, a State may only adopt a long-range statewide transportation plan that it has developed according to the performance-based provisions and requirements of this part and in such a rule.
[81 FR 34135, May 27, 2016, as amended at 81 FR 93470, Dec. 20, 2016; 82 FR 56543, Nov. 29, 2017]
Subpart C Metropolitan Transportation Planning and Programming
§ 450.300 Purpose.
The purposes of this subpart are to implement the provisions of 23 U.S.C. 134, 23 U.S.C. 150, and 49 U.S.C. 5303, as amended, which:
(a) Set forth the national policy that the MPO designated for each urbanized area is to carry out a continuing, cooperative, and comprehensive performance-based multimodal transportation planning process, including the development of a metropolitan transportation plan and a TIP, that encourages and promotes the safe and efficient development, management, and operation of surface transportation systems to serve the mobility needs of people and freight (including accessible pedestrian walkways, bicycle transportation facilities, and intermodal facilities that support intercity transportation, including intercity buses and intercity bus facilities and commuter vanpool providers) fosters economic growth and development, and takes into consideration resiliency needs, while minimizing transportation-related fuel consumption and air pollution; and
(b) Encourages continued development and improvement of metropolitan transportation planning processes guided by the planning factors set forth in 23 U.S.C. 134(h) and 49 U.S.C. 5303(h).
[81 FR 34135, May 27, 2016, as amended at 81 FR 93470, Dec. 20, 2016; 82 FR 56543, Nov. 29, 2017]
§ 450.302 Applicability.
The provisions of this subpart are applicable to organizations and entities responsible for the transportation planning and programming processes in metropolitan planning areas.
§ 450.304 Definitions.
Except as otherwise provided in subpart A of this part, terms defined in 23 U.S.C. 101(a) and 49 U.S.C. 5302 are used in this subpart as so defined.
§ 450.306 Scope of the metropolitan transportation planning process.
(a) To accomplish the objectives in § 450.300 and § 450.306(b), metropolitan planning organizations designated under § 450.310, in cooperation with the State and public transportation operators, shall develop long-range transportation plans and TIPs through a performance-driven, outcome-based approach to planning for metropolitan areas of the State.
(b) The metropolitan transportation planning process shall be continuous, cooperative, and comprehensive, and provide for consideration and implementation of projects, strategies, and services that will address the following factors:
(1) Support the economic vitality of the metropolitan area, especially by enabling global competitiveness, productivity, and efficiency;
(2) Increase the safety of the transportation system for motorized and non-motorized users;
(3) Increase the security of the transportation system for motorized and non-motorized users;
(4) Increase accessibility and mobility of people and freight;
(5) Protect and enhance the environment, promote energy conservation, improve the quality of life, and promote consistency between transportation improvements and State and local planned growth and economic development patterns;
(6) Enhance the integration and connectivity of the transportation system, across and between modes, for people and freight;
(7) Promote efficient system management and operation;
(8) Emphasize the preservation of the existing transportation system;
(9) Improve the resiliency and reliability of the transportation system and reduce or mitigate stormwater impacts of surface transportation; and
(10) Enhance travel and tourism.
(c) Consideration of the planning factors in paragraph (b) of this section shall be reflected, as appropriate, in the metropolitan transportation planning process. The degree of consideration and analysis of the factors should be based on the scale and complexity of many issues, including transportation system development, land use, employment, economic development, human and natural environment (including Section 4(f) properties as defined in 23 CFR 774.17), and housing and community development.
(d) Performance-based approach. (1) The metropolitan transportation planning process shall provide for the establishment and use of a performance-based approach to transportation decisionmaking to support the national goals described in 23 U.S.C. 150(b) and the general purposes described in 49 U.S.C. 5301(c).
(2) Establishment of performance targets by metropolitan planning organizations. (i) Each metropolitan planning organization shall establish performance targets that address the performance measures or standards established under 23 CFR part 490 (where applicable), 49 U.S.C. 5326(c), and 49 U.S.C. 5329(d) to use in tracking progress toward attainment of critical outcomes for the region of the metropolitan planning organization.
(ii) The selection of targets that address performance measures described in 23 U.S.C. 150(c) shall be in accordance with the appropriate target setting framework established at 23 CFR part 490, and shall be coordinated with the relevant State(s) to ensure consistency, to the maximum extent practicable.
(iii) The selection of performance targets that address performance measures described in 49 U.S.C. 5326(c) and 49 U.S.C. 5329(d) shall be coordinated, to the maximum extent practicable, with public transportation providers to ensure consistency with the performance targets that public transportation providers establish under 49 U.S.C. 5326(c) and 49 U.S.C. 5329(d).
(3) Each MPO shall establish the performance targets under paragraph (d)(2) of this section not later than 180 days after the date on which the relevant State or provider of public transportation establishes the performance targets.
(4) An MPO shall integrate in the metropolitan transportation planning process, directly or by reference, the goals, objectives, performance measures, and targets described in other State transportation plans and transportation processes, as well as any plans developed under 49 U.S.C. chapter 53 by providers of public transportation, required as part of a performance-based program including:
(i) The State asset management plan for the NHS, as defined in 23 U.S.C. 119(e) and the Transit Asset Management Plan, as discussed in 49 U.S.C. 5326;
(ii) Applicable portions of the HSIP, including the SHSP, as specified in 23 U.S.C. 148;
(iii) The Public Transportation Agency Safety Plan in 49 U.S.C. 5329(d);
(iv) Other safety and security planning and review processes, plans, and programs, as appropriate;
(v) The Congestion Mitigation and Air Quality Improvement Program performance plan in 23 U.S.C. 149(l), as applicable;
(vi) Appropriate (metropolitan) portions of the State Freight Plan (MAP-21 section 1118);
(vii) The congestion management process, as defined in 23 CFR 450.322, if applicable; and
(viii) Other State transportation plans and transportation processes required as part of a performance-based program.
(e) The failure to consider any factor specified in paragraph (b) or (d) of this section shall not be reviewable by any court under title 23 U.S.C., 49 U.S.C. Chapter 53, subchapter II of title 5, U.S.C. Chapter 5, or title 5 U.S.C. Chapter 7 in any matter affecting a metropolitan transportation plan, TIP, a project or strategy, or the certification of a metropolitan transportation planning process.
(f) An MPO shall carry out the metropolitan transportation planning process in coordination with the statewide transportation planning process required by 23 U.S.C. 135 and 49 U.S.C. 5304.
(g) The metropolitan transportation planning process shall (to the maximum extent practicable) be consistent with the development of applicable regional intelligent transportation systems (ITS) architectures, as defined in 23 CFR part 940.
(h) Preparation of the coordinated public transit-human services transportation plan, as required by 49 U.S.C. 5310, should be coordinated and consistent with the metropolitan transportation planning process.
(i) In an urbanized area not designated as a TMA that is an air quality attainment area, the MPO(s) may propose and submit to the FHWA and the FTA for approval a procedure for developing an abbreviated metropolitan transportation plan and TIP. In developing proposed simplified planning procedures, consideration shall be given to whether the abbreviated metropolitan transportation plan and TIP will achieve the purposes of 23 U.S.C. 134, 49 U.S.C. 5303, and this part, taking into account the complexity of the transportation problems in the area. The MPO shall develop simplified procedures in cooperation with the State(s) and public transportation operator(s).
[81 FR 34135, May 27, 2016, as amended at 81 FR 93470, Dec. 20, 2016; 82 FR 56543, Nov. 29, 2017]
§ 450.308 Funding for transportation planning and unified planning work programs.
(a) Funds provided under 23 U.S.C. 104(d), 49 U.S.C. 5305(d), and 49 U.S.C. 5307, are available to MPOs to accomplish activities described in this subpart. At the State's option, funds provided under 23 U.S.C. 104(b)(2) and 23 U.S.C. 505 may also be provided to MPOs for metropolitan transportation planning. At the option of the State and operators of public transportation, funds provided under 49 U.S.C. 5305(e) may also be provided to MPOs for activities that support metropolitan transportation planning. In addition, an MPO serving an urbanized area with a population over 200,000, as designated by the Bureau of the Census, may at its discretion use funds sub-allocated under 23 U.S.C. 133(d)(4) for metropolitan transportation planning activities.
(b) An MPO shall document metropolitan transportation planning activities performed with funds provided under title 23 U.S.C. and title 49 U.S.C. Chapter 53 in a unified planning work program (UPWP) or simplified statement of work in accordance with the provisions of this section and 23 CFR part 420.
(c) Except as provided in paragraph (d) of this section, each MPO, in cooperation with the State(s) and public transportation operator(s), shall develop a UPWP that includes a discussion of the planning priorities facing the MPA. The UPWP shall identify work proposed for the next 1- or 2-year period by major activity and task (including activities that address the planning factors in § 450.306(b)), in sufficient detail to indicate who (e.g., MPO, State, public transportation operator, local government, or consultant) will perform the work, the schedule for completing the work, the resulting products, the proposed funding by activity/task, and a summary of the total amounts and sources of Federal and matching funds.
(d) With the prior approval of the State and the FHWA and the FTA, an MPO in an area not designated as a TMA may prepare a simplified statement of work, in cooperation with the State(s) and the public transportation operator(s), in lieu of a UPWP. A simplified statement of work shall include a description of the major activities to be performed during the next 1- or 2-year period, who (e.g., State, MPO, public transportation operator, local government, or consultant) will perform the work, the resulting products, and a summary of the total amounts and sources of Federal and matching funds. If a simplified statement of work is used, it may be submitted as part of the State's planning work program, in accordance with 23 CFR part 420.
(e) Arrangements may be made with the FHWA and the FTA to combine the UPWP or simplified statement of work with the work program(s) for other Federal planning funds.
(f) Administrative requirements for UPWPs and simplified statements of work are contained in 23 CFR part 420 and FTA Circular C8100, as amended (Program Guidance for Metropolitan Planning and State Planning and Research Program Grants).
§ 450.310 Metropolitan planning organization designation and redesignation.
(a) To carry out the metropolitan transportation planning process under this subpart, an MPO shall be designated for each urbanized area with a population of more than 50,000 individuals (as determined by the Bureau of the Census).
(b) MPO designation shall be made by agreement between the Governor and units of general purpose local government that together represent at least 75 percent of the affected population (including the largest incorporated city, based on population, as named by the Bureau of the Census) or in accordance with procedures established by applicable State or local law.
(c) The FHWA and the FTA shall identify as a TMA each urbanized area with a population of over 200,000 individuals, as defined by the Bureau of the Census. The FHWA and the FTA shall also designate any urbanized area as a TMA on the request of the Governor and the MPO designated for that area.
(d) TMA structure:
(1) Not later than October 1, 2014, each metropolitan planning organization that serves a designated TMA shall consist of:
(i) Local elected officials;
(ii) Officials of public agencies that administer or operate major modes of transportation in the metropolitan area, including representation by providers of public transportation; and
(iii) Appropriate State officials.
(2) An MPO may be restructured to meet the requirements of this paragraph (d) without undertaking a redesignation.
(3) Representation. (i) Designation or selection of officials or representatives under paragraph (d)(1) of this section shall be determined by the MPO according to the bylaws or enabling statute of the organization.
(ii) Subject to the bylaws or enabling statute of the MPO, a representative of a provider of public transportation may also serve as a representative of a local municipality.
(iii) An official described in paragraph (d)(1)(ii) shall have responsibilities, actions, duties, voting rights, and any other authority commensurate with other officials described in paragraph (d)(1) of this section.
(4) Nothing in this section shall be construed to interfere with the authority, under any State law in effect on December 18, 1991, of a public agency with multimodal transportation responsibilities—
(i) To develop the plans and TIPs for adoption by an MPO; and
(ii) To develop long-range capital plans, coordinate transit services and projects, and carry out other activities pursuant to State law.
(e) To the extent possible, only one MPO shall be designated for each urbanized area or group of contiguous urbanized areas. More than one MPO may be designated to serve an urbanized area only if the Governor(s) and the existing MPO, if applicable, determine that the size and complexity of the urbanized area-make designation of more than one MPO appropriate. In those cases where two or more MPOs serve the same urbanized area, the MPOs shall establish official, written agreements that clearly identify areas of coordination, and the division of transportation planning responsibilities among the MPOs.
(f) Nothing in this subpart shall be deemed to prohibit an MPO from using the staff resources of other agencies, non-profit organizations, or contractors to carry out selected elements of the metropolitan transportation planning process.
(g) An MPO designation shall remain in effect until an official redesignation has been made in accordance with this section.
(h) An existing MPO may be redesignated only by agreement between the Governor and units of general purpose local government that together represent at least 75 percent of the existing metropolitan planning area population (including the largest incorporated city, based on population, as named by the Bureau of the Census).
(i) For the purposes of redesignation, units of general purpose local government may be defined as elected officials from each unit of general purpose local government located within the metropolitan planning area served by the existing MPO.
(j) Redesignation of an MPO (in accordance with the provisions of this section) is required whenever the existing MPO proposes to make:
(1) A substantial change in the proportion of voting members on the existing MPO representing the largest incorporated city, other units of general purpose local government served by the MPO, and the State(s); or
(2) A substantial change in the decisionmaking authority or responsibility of the MPO, or in decisionmaking procedures established under MPO by-laws.
(k) Redesignation of an MPO serving a multistate metropolitan planning area requires agreement between the Governors of each State served by the existing MPO and units of general purpose local government that together represent at least 75 percent of the existing metropolitan planning area population (including the largest incorporated city, based on population, as named by the Bureau of the Census).
(l) The following changes to an MPO do not require a redesignation (as long as they do not trigger a substantial change as described in paragraph (j) of this section):
(1) The identification of a new urbanized area (as determined by the Bureau of the Census) within an existing metropolitan planning area;
(2) Adding members to the MPO that represent new units of general purpose local government resulting from expansion of the metropolitan planning area;
(3) Adding members to satisfy the specific membership requirements described in paragraph (d) of this section for an MPO that serves a TMA; or
(4) Periodic rotation of members representing units of general-purpose local government, as established under MPO by-laws.
(m) Each Governor with responsibility for a portion of a multistate metropolitan area and the appropriate MPOs shall, to the extent practicable, provide coordinated transportation planning for the entire MPA. The consent of Congress is granted to any two or more States to:
(1) Enter into agreements or compacts, not in conflict with any law of the United States, for cooperative efforts and mutual assistance in support of activities authorized under 23 U.S.C. 134 and 49 U.S.C. 5303 as the activities pertain to interstate areas and localities within the States; and
(2) Establish such agencies, joint or otherwise, as the States may determine desirable for making the agreements and compacts effective.
[81 FR 34135, May 27, 2016, as amended at 81 FR 93470, Dec. 20, 2016; 82 FR 56543, Nov. 29, 2017]
§ 450.312 Metropolitan Planning Area boundaries.
(a) The boundaries of a metropolitan planning area (MPA) shall be determined by agreement between the MPO and the Governor.
(1) At a minimum, the MPA boundaries shall encompass the entire existing urbanized area (as defined by the Bureau of the Census) plus the contiguous area expected to become urbanized within a 20-year forecast period for the metropolitan transportation plan.
(2) The MPA boundaries may be further expanded to encompass the entire metropolitan statistical area or combined statistical area, as defined by the Office of Management and Budget.
(b) An MPO that serves an urbanized area designated as a nonattainment area for ozone or carbon monoxide under the Clean Air Act (42 U.S.C. 7401 et seq.) as of August 10, 2005, shall retain the MPA boundary that existed on August 10, 2005. The MPA boundaries for such MPOs may only be adjusted by agreement of the Governor and the affected MPO in accordance with the redesignation procedures described in § 450.310(h). The MPA boundary for an MPO that serves an urbanized area designated as a nonattainment area for ozone or carbon monoxide under the Clean Air Act (42 U.S.C. 7401 et seq.) after August 10, 2005, may be established to coincide with the designated boundaries of the ozone and/or carbon monoxide nonattainment area, in accordance with the requirements in § 450.310(b).
(c) An MPA boundary may encompass more than one urbanized area.
(d) MPA boundaries may be established to coincide with the geography of regional economic development and growth forecasting areas.
(e) Identification of new urbanized areas within an existing metropolitan planning area by the Bureau of the Census shall not require redesignation of the existing MPO.
(f) Where the boundaries of the urbanized area or MPA extend across two or more States, the Governors with responsibility for a portion of the multistate area, the appropriate MPO(s), and the public transportation operator(s) are strongly encouraged to coordinate transportation planning for the entire multistate area.
(g) The MPA boundaries shall not overlap with each other.
(h) Where part of an urbanized area served by one MPO extends into an adjacent MPA, the MPOs shall, at a minimum, establish written agreements that clearly identify areas of coordination and the division of transportation planning responsibilities among and between the MPOs. Alternatively, the MPOs may adjust their existing boundaries so that the entire urbanized area lies within only one MPA. Boundary adjustments that change the composition of the MPO may require redesignation of one or more such MPOs.
(i) The MPO (in cooperation with the State and public transportation operator(s)) shall review the MPA boundaries after each Census to determine if existing MPA boundaries meet the minimum statutory requirements for new and updated urbanized area(s), and shall adjust them as necessary. As appropriate, additional adjustments should be made to reflect the most comprehensive boundary to foster an effective planning process that ensures connectivity between modes, improves access to modal systems, and promotes efficient overall transportation investment strategies.
(j) Following MPA boundary approval by the MPO and the Governor, the MPA boundary descriptions shall be provided for informational purposes to the FHWA and the FTA. The MPA boundary descriptions shall be submitted either as a geo-spatial database or described in sufficient detail to enable the boundaries to be accurately delineated on a map.
[82 FR 56543, Nov. 29, 2017]
§ 450.314 Metropolitan planning agreements.
(a) The MPO, the State(s), and the providers of public transportation shall cooperatively determine their mutual responsibilities in carrying out the metropolitan transportation planning process. These responsibilities shall be clearly identified in written agreements among the MPO, the State(s), and the providers of public transportation serving the MPA. To the extent possible, a single agreement between all responsible parties should be developed. The written agreement(s) shall include specific provisions for the development of financial plans that support the metropolitan transportation plan (see § 450.324) and the metropolitan TIP (see § 450.326), and development of the annual listing of obligated projects (see § 450.334).
(b) The MPO, the State(s), and the providers of public transportation should periodically review and update the agreement, as appropriate, to reflect effective changes.
(c) If the MPA does not include the entire nonattainment or maintenance area, there shall be a written agreement among the State department of transportation, State air quality agency, affected local agencies, and the MPO describing the process for cooperative planning and analysis of all projects outside the MPA within the nonattainment or maintenance area. The agreement must also indicate how the total transportation-related emissions for the nonattainment or maintenance area, including areas outside the MPA, will be treated for the purposes of determining conformity in accordance with the EPA's transportation conformity regulations (40 CFR part 93, subpart A). The agreement shall address policy mechanisms for resolving conflicts concerning transportation-related emissions that may arise between the MPA and the portion of the nonattainment or maintenance area outside the MPA.
(d) In nonattainment or maintenance areas, if the MPO is not the designated agency for air quality planning under section 174 of the Clean Air Act (42 U.S.C. 7504), there shall be a written agreement between the MPO and the designated air quality planning agency describing their respective roles and responsibilities for air quality related transportation planning.
(e) If more than one MPO has been designated to serve an urbanized area there shall be a written agreement among the MPOs, the State(s), and the public transportation operator(s) describing how the metropolitan transportation planning processes will be coordinated to assure the development of consistent metropolitan transportation plans and TIPs across the MPA boundaries, particularly in cases in which a proposed transportation investment extends across the boundaries of more than one MPA. If any part of the urbanized area is a nonattainment or maintenance area, the agreement also shall include State and local air quality agencies. The metropolitan transportation planning processes for affected MPOs should, to the maximum extent possible, reflect coordinated data collection, analysis, and planning assumptions across the MPAs. Alternatively, a single metropolitan transportation plan and/or TIP for the entire urbanized area may be developed jointly by the MPOs in cooperation with their respective planning partners. Coordination efforts and outcomes shall be documented in subsequent transmittals of the UPWP and other planning products, including the metropolitan transportation plan and TIP, to the State(s), the FHWA, and the FTA.
(f) Where the boundaries of the urbanized area or MPA extend across two or more States, the Governors with responsibility for a portion of the multistate area, the appropriate MPO(s), and the public transportation operator(s) shall coordinate transportation planning for the entire multistate area. States involved in such multistate transportation planning may:
(1) Enter into agreements or compacts, not in conflict with any law of the United States, for cooperative efforts and mutual assistance in support of activities authorized under this section as the activities pertain to interstate areas and localities within the States; and
(2) Establish such agencies, joint or otherwise, as the States may determine desirable for making the agreements and compacts effective.
(g) If part of an urbanized area that has been designated as a TMA overlaps into an adjacent MPA serving an urbanized area that is not designated as a TMA, the adjacent urbanized area shall not be treated as a TMA. However, a written agreement shall be established between the MPOs with MPA boundaries, including a portion of the TMA, which clearly identifies the roles and responsibilities of each MPO in meeting specific TMA requirements (e.g., congestion management process, Surface Transportation Program funds suballocated to the urbanized area over 200,000 population, and project selection).
(h)(1) The MPO(s), State(s), and the providers of public transportation shall jointly agree upon and develop specific written provisions for cooperatively developing and sharing information related to transportation performance data, the selection of performance targets, the reporting of performance targets, the reporting of performance to be used in tracking progress toward attainment of critical outcomes for the region of the MPO (see § 450.306(d)), and the collection of data for the State asset management plan for the NHS for each of the following circumstances:
(i) When one MPO serves an urbanized area;
(ii) When more than one MPO serves an urbanized area; and
(iii) When an urbanized area that has been designated as a TMA overlaps into an adjacent MPA serving an urbanized area that is not a TMA.
(2) These provisions shall be documented either:
(i) As part of the metropolitan planning agreements required under paragraphs (a), (e), and (g) of this section; or
(ii) Documented in some other means outside of the metropolitan planning agreements as determined cooperatively by the MPO(s), State(s), and providers of public transportation.
[82 FR 56544, Nov. 29, 2017]
§ 450.316 Interested parties, participation, and consultation.
(a) The MPO shall develop and use a documented participation plan that defines a process for providing individuals, affected public agencies, representatives of public transportation employees, public ports, freight shippers, providers of freight transportation services, private providers of transportation (including intercity bus operators, employer-based commuting programs, such as carpool program, vanpool program, transit benefit program, parking cash-out program, shuttle program, or telework program), representatives of users of public transportation, representatives of users of pedestrian walkways and bicycle transportation facilities, representatives of the disabled, and other interested parties with reasonable opportunities to be involved in the metropolitan transportation planning process.
(1) The MPO shall develop the participation plan in consultation with all interested parties and shall, at a minimum, describe explicit procedures, strategies, and desired outcomes for:
(i) Providing adequate public notice of public participation activities and time for public review and comment at key decision points, including a reasonable opportunity to comment on the proposed metropolitan transportation plan and the TIP;
(ii) Providing timely notice and reasonable access to information about transportation issues and processes;
(iii) Employing visualization techniques to describe metropolitan transportation plans and TIPs;
(iv) Making public information (technical information and meeting notices) available in electronically accessible formats and means, such as the World Wide Web;
(v) Holding any public meetings at convenient and accessible locations and times;
(vi) Demonstrating explicit consideration and response to public input received during the development of the metropolitan transportation plan and the TIP;
(vii) Seeking out and considering the needs of those traditionally underserved by existing transportation systems, such as low-income and minority households, who may face challenges accessing employment and other services;
(viii) Providing an additional opportunity for public comment, if the final metropolitan transportation plan or TIP differs significantly from the version that was made available for public comment by the MPO and raises new material issues that interested parties could not reasonably have foreseen from the public involvement efforts;
(ix) Coordinating with the statewide transportation planning public involvement and consultation processes under subpart B of this part; and
(x) Periodically reviewing the effectiveness of the procedures and strategies contained in the participation plan to ensure a full and open participation process.
(2) When significant written and oral comments are received on the draft metropolitan transportation plan and TIP (including the financial plans) as a result of the participation process in this section or the interagency consultation process required under the EPA transportation conformity regulations (40 CFR part 93, subpart A), a summary, analysis, and report on the disposition of comments shall be made as part of the final metropolitan transportation plan and TIP.
(3) A minimum public comment period of 45 calendar days shall be provided before the initial or revised participation plan is adopted by the MPO. Copies of the approved participation plan shall be provided to the FHWA and the FTA for informational purposes and shall be posted on the World Wide Web, to the maximum extent practicable.
(b) In developing metropolitan transportation plans and TIPs, the MPO should consult with agencies and officials responsible for other planning activities within the MPA that are affected by transportation (including State and local planned growth, economic development, tourism, natural disaster risk reduction, environmental protection, airport operations, or freight movements) or coordinate its planning process (to the maximum extent practicable) with such planning activities. In addition, the MPO shall develop the metropolitan transportation plans and TIPs with due consideration of other related planning activities within the metropolitan area, and the process shall provide for the design and delivery of transportation services within the area that are provided by:
(1) Recipients of assistance under title 49 U.S.C. Chapter 53;
(2) Governmental agencies and non-profit organizations (including representatives of the agencies and organizations) that receive Federal assistance from a source other than the U.S. Department of Transportation to provide non-emergency transportation services; and
(3) Recipients of assistance under 23 U.S.C. 201-204.
(c) When the MPA includes Indian Tribal lands, the MPO shall appropriately involve the Indian Tribal government(s) in the development of the metropolitan transportation plan and the TIP.
(d) When the MPA includes Federal public lands, the MPO shall appropriately involve the Federal land management agencies in the development of the metropolitan transportation plan and the TIP.
(e) MPOs shall, to the extent practicable, develop a documented process(es) that outlines roles, responsibilities, and key decision points for consulting with other governments and agencies, as defined in paragraphs (b), (c), and (d) of this section, which may be included in the agreement(s) developed under § 450.314.
[81 FR 34135, May 27, 2016, as amended at 81 FR 93473, Dec. 20, 2016; 82 FR 56544, Nov. 29, 2017]
§ 450.318 Transportation planning studies and project development.
(a) Pursuant to section 1308 of the Transportation Equity Act for the 21st Century, TEA-21 (Pub. L. 105-178), an MPO(s), State(s), or public transportation operator(s) may undertake a multimodal, systems-level corridor or subarea planning study as part of the metropolitan transportation planning process. To the extent practicable, development of these transportation planning studies shall involve consultation with, or joint efforts among, the MPO(s), State(s), and/or public transportation operator(s). The results or decisions of these transportation planning studies may be used as part of the overall project development process consistent with the National Environmental Policy Act (NEPA) of 1969 (42 U.S.C. 4321 et seq.) and associated implementing regulations (23 CFR part 771 and 40 CFR parts 1500-1508). Specifically, these corridor or subarea studies may result in producing any of the following for a proposed transportation project:
(1) Purpose and need or goals and objective statement(s);
(2) General travel corridor and/or general mode(s) definition (e.g., highway, transit, or a highway/transit combination);
(3) Preliminary screening of alternatives and elimination of unreasonable alternatives;
(4) Basic description of the environmental setting; and/or
(5) Preliminary identification of environmental impacts and environmental mitigation.
(b) Publicly available documents or other source material produced by, or in support of, the transportation planning process described in this subpart may be incorporated directly or by reference into subsequent NEPA documents, in accordance with 40 CFR 1502.21, if:
(1) The NEPA lead agencies agree that such incorporation will aid in establishing or evaluating the purpose and need for the Federal action, reasonable alternatives, cumulative or other impacts on the human and natural environment, or mitigation of these impacts; and
(2) The systems-level, corridor, or subarea planning study is conducted with:
(i) Involvement of interested State, local, Tribal, and Federal agencies;
(ii) Public review;
(iii) Reasonable opportunity to comment during the metropolitan transportation planning process and development of the corridor or subarea planning study;
(iv) Documentation of relevant decisions in a form that is identifiable and available for review during the NEPA scoping process and can be appended to or referenced in the NEPA document; and
(v) The review of the FHWA and the FTA, as appropriate.
(c) By agreement of the NEPA lead agencies, the above integration may be accomplished through tiering (as described in 40 CFR 1502.20), incorporating the subarea or corridor planning study into the draft Environmental Impact Statement (EIS) or Environmental Assessment, or other means that the NEPA lead agencies deem appropriate.
(d) Additional information to further explain the linkages between the transportation planning and project development/NEPA processes is contained in appendix A to this part, including an explanation that it is non-binding guidance material. The guidance in appendix A applies only to paragraphs (a)-(c) in this section.
(e) In addition to the process for incorporation directly or by reference outlined in paragraph (b) of this section, an additional authority for integrating planning products into the environmental review process exists in 23 U.S.C. 168. As provided in 23 U.S.C. 168(f):
(1) The statutory authority in 23 U.S.C. 168 shall not be construed to limit in any way the continued use of processes established under other parts of this section or under an authority established outside of this part, and the use of one of the processes in this section does not preclude the subsequent use of another process in this section or an authority outside of this part.
(2) The statute does not restrict the initiation of the environmental review process during planning.
§ 450.320 Development of programmatic mitigation plans.
(a) An MPO may utilize the optional framework in this section to develop programmatic mitigation plans as part of the metropolitan transportation planning process to address the potential environmental impacts of future transportation projects. The MPO, in consultation with the FHWA and/or the FTA and with the agency or agencies with jurisdiction and special expertise over the resources being addressed in the plan, will determine:
(1) Scope. (i) An MPO may develop a programmatic mitigation plan on a local, regional, ecosystem, watershed, statewide or similar scale.
(ii) The plan may encompass multiple environmental resources within a defined geographic area(s) or may focus on a specific type(s) of resource(s) such as aquatic resources, parkland, or wildlife habitat.
(iii) The plan may address or consider impacts from all projects in a defined geographic area(s) or may focus on a specific type(s) of project(s).
(2) Contents. The programmatic mitigation plan may include:
(i) An assessment of the existing condition of natural and human environmental resources within the area covered by the plan, including an assessment of historic and recent trends and/or any potential threats to those resources.
(ii) An identification of economic, social, and natural and human environmental resources within the geographic area that may be impacted and considered for mitigation. Examples of these resources include wetlands, streams, rivers, stormwater, parklands, cultural resources, historic resources, farmlands, archeological resources, threatened or endangered species, and critical habitat. This may include the identification of areas of high conservation concern or value and thus worthy of avoidance.
(iii) An inventory of existing or planned environmental resource banks for the impacted resource categories such as wetland, stream, stormwater, habitat, species, and an inventory of federally, State, or locally approved in-lieu-of-fee programs.
(iv) An assessment of potential opportunities to improve the overall quality of the identified environmental resources through strategic mitigation for impacts of transportation projects which may include the prioritization of parcels or areas for acquisition and/or potential resource banking sites.
(v) An adoption or development of standard measures or operating procedures for mitigating certain types of impacts; establishment of parameters for determining or calculating appropriate mitigation for certain types of impacts, such as mitigation ratios, or criteria for determining appropriate mitigation sites.
(vi) Adaptive management procedures, such as protocols or procedures that involve monitoring actual impacts against predicted impacts over time and adjusting mitigation measures in response to information gathered through the monitoring.
(vii) Acknowledgement of specific statutory or regulatory requirements that must be satisfied when determining appropriate mitigation for certain types of resources.
(b) A MPO may adopt a programmatic mitigation plan developed pursuant to paragraph (a), or developed pursuant to an alternative process as provided for in paragraph (f) of this section through the following process:
(1) Consult with each agency with jurisdiction over the environmental resources considered in the programmatic mitigation plan;
(2) Make available a draft of the programmatic mitigation plan for review and comment by appropriate environmental resource agencies and the public;
(3) Consider comments received from such agencies and the public on the draft plan; and
(4) Address such comments in the final programmatic mitigation plan.
(c) A programmatic mitigation plan may be integrated with other plans, including watershed plans, ecosystem plans, species recovery plans, growth management plans, State Wildlife Action Plans, and land use plans.
(d) If a programmatic mitigation plan has been adopted pursuant to paragraph (b), any Federal agency responsible for environmental reviews, permits, or approvals for a transportation project shall give substantial weight to the recommendations in the programmatic mitigation plan when carrying out its responsibilities under the National Environmental Policy Act of 1969 (42 U.S.C. 4321 et seq.) (NEPA) or other Federal environmental law.
(e) Nothing in this section limits the use of programmatic approaches for reviews under NEPA.
(f) Nothing in this section prohibits the development, as part of or separate from the transportation planning process, of a programmatic mitigation plan independent of the framework described in paragraph (a) of this section. Further, nothing in this section prohibits the adoption of a programmatic mitigation plan in the metropolitan planning process that was developed under another authority, independent of the framework described in paragraph (a).
§ 450.322 Congestion management process in transportation management areas.
(a) The transportation planning process in a TMA shall address congestion management through a process that provides for safe and effective integrated management and operation of the multimodal transportation system, based on a cooperatively developed and implemented metropolitan-wide strategy, of new and existing transportation facilities eligible for funding under title 23 U.S.C. and title 49 U.S.C. Chapter 53 through the use of travel demand reduction (including intercity bus operators, employer-based commuting programs such as a carpool program, vanpool program, transit benefit program, parking cash-out program, shuttle program, or telework program), job access projects, and operational management strategies.
(b) The development of a congestion management process should result in multimodal system performance measures and strategies that can be reflected in the metropolitan transportation plan and the TIP.
(c) The level of system performance deemed acceptable by State and local transportation officials may vary by type of transportation facility, geographic location (metropolitan area or subarea), and/or time of day. In addition, consideration should be given to strategies that manage demand, reduce single occupant vehicle (SOV) travel, improve transportation system management and operations, and improve efficient service integration within and across modes, including highway, transit, passenger and freight rail operations, and non-motorized transport. Where the addition of general purpose lanes is determined to be an appropriate congestion management strategy, explicit consideration is to be given to the incorporation of appropriate features into the SOV project to facilitate future demand management strategies and operational improvements that will maintain the functional integrity and safety of those lanes.
(d) The congestion management process shall be developed, established, and implemented as part of the metropolitan transportation planning process that includes coordination with transportation system management and operations activities. The congestion management process shall include:
(1) Methods to monitor and evaluate the performance of the multimodal transportation system, identify the underlying causes of recurring and non-recurring congestion, identify and evaluate alternative strategies, provide information supporting the implementation of actions, and evaluate the effectiveness of implemented actions;
(2) Definition of congestion management objectives and appropriate performance measures to assess the extent of congestion and support the evaluation of the effectiveness of congestion reduction and mobility enhancement strategies for the movement of people and goods. Since levels of acceptable system performance may vary among local communities, performance measures should be tailored to the specific needs of the area and established cooperatively by the State(s), affected MPO(s), and local officials in consultation with the operators of major modes of transportation in the coverage area, including providers of public transportation;
(3) Establishment of a coordinated program for data collection and system performance monitoring to define the extent and duration of congestion, to contribute in determining the causes of congestion, and evaluate the efficiency and effectiveness of implemented actions. To the extent possible, this data collection program should be coordinated with existing data sources (including archived operational/ITS data) and coordinated with operations managers in the metropolitan area;
(4) Identification and evaluation of the anticipated performance and expected benefits of appropriate congestion management strategies that will contribute to the more effective use and improved safety of existing and future transportation systems based on the established performance measures. The following categories of strategies, or combinations of strategies, are some examples of what should be appropriately considered for each area:
(i) Demand management measures, including growth management, and congestion pricing;
(ii) Traffic operational improvements;
(iii) Public transportation improvements;
(iv) ITS technologies as related to the regional ITS architecture; and
(v) Where necessary, additional system capacity.
(5) Identification of an implementation schedule, implementation responsibilities, and possible funding sources for each strategy (or combination of strategies) proposed for implementation; and
(6) Implementation of a process for periodic assessment of the effectiveness of implemented strategies, in terms of the area's established performance measures. The results of this evaluation shall be provided to decision makers and the public to provide guidance on selection of effective strategies for future implementation.
(e) In a TMA designated as nonattainment area for ozone or carbon monoxide pursuant to the Clean Air Act, Federal funds may not be programmed for any project that will result in a significant increase in the carrying capacity for SOVs (i.e., a new general purpose highway on a new location or adding general purpose lanes, with the exception of safety improvements or the elimination of bottlenecks), unless the project is addressed through a congestion management process meeting the requirements of this section.
(f) In TMAs designated as nonattainment for ozone or carbon monoxide, the congestion management process shall provide an appropriate analysis of reasonable (including multimodal) travel demand reduction and operational management strategies for the corridor in which a project that will result in a significant increase in capacity for SOVs (as described in paragraph (d) of this section) is proposed to be advanced with Federal funds. If the analysis demonstrates that travel demand reduction and operational management strategies cannot fully satisfy the need for additional capacity in the corridor and additional SOV capacity is warranted, then the congestion management process shall identify all reasonable strategies to manage the SOV facility safely and effectively (or to facilitate its management in the future). Other travel demand reduction and operational management strategies appropriate for the corridor, but not appropriate for incorporation into the SOV facility itself, shall also be identified through the congestion management process. All identified reasonable travel demand reduction and operational management strategies shall be incorporated into the SOV project or committed to by the State and MPO for implementation.
(g) State laws, rules, or regulations pertaining to congestion management systems or programs may constitute the congestion management process, if the FHWA and the FTA find that the State laws, rules, or regulations are consistent with, and fulfill the intent of, the purposes of 23 U.S.C. 134 and 49 U.S.C. 5303.
(h) Congestion management plan. A MPO serving a TMA may develop a plan that includes projects and strategies that will be considered in the TIP of such MPO.
(1) Such plan shall:
(i) Develop regional goals to reduce vehicle miles traveled during peak commuting hours and improve transportation connections between areas with high job concentration and areas with high concentrations of low-income households;
(ii) Identify existing public transportation services, employer based commuter programs, and other existing transportation services that support access to jobs in the region; and
(iii) Identify proposed projects and programs to reduce congestion and increase job access opportunities.
(2) In developing the congestion management plan, an MPO shall consult with employers, private and nonprofit providers of public transportation, transportation management organizations, and organizations that provide job access reverse commute projects or job-related services to low-income individuals.
§ 450.324 Development and content of the metropolitan transportation plan.
(a) The metropolitan transportation planning process shall include the development of a transportation plan addressing no less than a 20-year planning horizon as of the effective date. In formulating the transportation plan, the MPO shall consider factors described in § 450.306 as the factors relate to a minimum 20-year forecast period. In nonattainment and maintenance areas, the effective date of the transportation plan shall be the date of a conformity determination issued by the FHWA and the FTA. In attainment areas, the effective date of the transportation plan shall be its date of adoption by the MPO.
(b) The transportation plan shall include both long-range and short-range strategies/actions that provide for the development of an integrated multimodal transportation system (including accessible pedestrian walkways and bicycle transportation facilities) to facilitate the safe and efficient movement of people and goods in addressing current and future transportation demand.
(c) The MPO shall review and update the transportation plan at least every 4 years in air quality nonattainment and maintenance areas and at least every 5 years in attainment areas to confirm the transportation plan's validity and consistency with current and forecasted transportation and land use conditions and trends and to extend the forecast period to at least a 20-year planning horizon. In addition, the MPO may revise the transportation plan at any time using the procedures in this section without a requirement to extend the horizon year. The MPO shall approve the transportation plan (and any revisions) and submit it for information purposes to the Governor. Copies of any updated or revised transportation plans must be provided to the FHWA and the FTA.
(d) In metropolitan areas that are in nonattainment for ozone or carbon monoxide, the MPO shall coordinate the development of the metropolitan transportation plan with the process for developing transportation control measures (TCMs) in a State Implementation Plan (SIP).
(e) The MPO, the State(s), and the public transportation operator(s) shall validate data used in preparing other existing modal plans for providing input to the transportation plan. In updating the transportation plan, the MPO shall base the update on the latest available estimates and assumptions for population, land use, travel, employment, congestion, and economic activity. The MPO shall approve transportation plan contents and supporting analyses produced by a transportation plan update.
(f) The metropolitan transportation plan shall, at a minimum, include:
(1) The current and projected transportation demand of persons and goods in the metropolitan planning area over the period of the transportation plan;
(2) Existing and proposed transportation facilities (including major roadways, public transportation facilities, intercity bus facilities, multimodal and intermodal facilities, nonmotorized transportation facilities (e.g., pedestrian walkways and bicycle facilities), and intermodal connectors) that should function as an integrated metropolitan transportation system, giving emphasis to those facilities that serve important national and regional transportation functions over the period of the transportation plan.
(3) A description of the performance measures and performance targets used in assessing the performance of the transportation system in accordance with § 450.306(d).
(4) A system performance report and subsequent updates evaluating the condition and performance of the transportation system with respect to the performance targets described in § 450.306(d), including—
(i) Progress achieved by the metropolitan planning organization in meeting the performance targets in comparison with system performance recorded in previous reports, including baseline data; and
(ii) For metropolitan planning organizations that voluntarily elect to develop multiple scenarios, an analysis of how the preferred scenario has improved the conditions and performance of the transportation system and how changes in local policies and investments have impacted the costs necessary to achieve the identified performance targets.
(5) Operational and management strategies to improve the performance of existing transportation facilities to relieve vehicular congestion and maximize the safety and mobility of people and goods;
(6) Consideration of the results of the congestion management process in TMAs that meet the requirements of this subpart, including the identification of SOV projects that result from a congestion management process in TMAs that are nonattainment for ozone or carbon monoxide.
(7) Assessment of capital investment and other strategies to preserve the existing and projected future metropolitan transportation infrastructure, provide for multimodal capacity increases based on regional priorities and needs, and reduce the vulnerability of the existing transportation infrastructure to natural disasters. The metropolitan transportation plan may consider projects and strategies that address areas or corridors where current or projected congestion threatens the efficient functioning of key elements of the metropolitan area's transportation system.
(8) Transportation and transit enhancement activities, including consideration of the role that intercity buses may play in reducing congestion, pollution, and energy consumption in a cost-effective manner and strategies and investments that preserve and enhance intercity bus systems, including systems that are privately owned and operated, and including transportation alternatives, as defined in 23 U.S.C. 101(a), and associated transit improvements, as described in 49 U.S.C. 5302(a), as appropriate;
(9) Design concept and design scope descriptions of all existing and proposed transportation facilities in sufficient detail, regardless of funding source, in nonattainment and maintenance areas for conformity determinations under the EPA's transportation conformity regulations (40 CFR part 93, subpart A). In all areas (regardless of air quality designation), all proposed improvements shall be described in sufficient detail to develop cost estimates;
(10) A discussion of types of potential environmental mitigation activities and potential areas to carry out these activities, including activities that may have the greatest potential to restore and maintain the environmental functions affected by the metropolitan transportation plan. The discussion may focus on policies, programs, or strategies, rather than at the project level. The MPO shall develop the discussion in consultation with applicable Federal, State, and Tribal land management, wildlife, and regulatory agencies. The MPO may establish reasonable timeframes for performing this consultation;
(11) A financial plan that demonstrates how the adopted transportation plan can be implemented.
(i) For purposes of transportation system operations and maintenance, the financial plan shall contain system-level estimates of costs and revenue sources that are reasonably expected to be available to adequately operate and maintain the Federal-aid highways (as defined by 23 U.S.C. 101(a)(5)) and public transportation (as defined by title 49 U.S.C. Chapter 53).
(ii) For the purpose of developing the metropolitan transportation plan, the MPO(s), public transportation operator(s), and State shall cooperatively develop estimates of funds that will be available to support metropolitan transportation plan implementation, as required under § 450.314(a). All necessary financial resources from public and private sources that are reasonably expected to be made available to carry out the transportation plan shall be identified.
(iii) The financial plan shall include recommendations on any additional financing strategies to fund projects and programs included in the metropolitan transportation plan. In the case of new funding sources, strategies for ensuring their availability shall be identified. The financial plan may include an assessment of the appropriateness of innovative finance techniques (for example, tolling, pricing, bonding, public private partnerships, or other strategies) as revenue sources for projects in the plan.
(iv) In developing the financial plan, the MPO shall take into account all projects and strategies proposed for funding under title 23 U.S.C., title 49 U.S.C. Chapter 53 or with other Federal funds; State assistance; local sources; and private participation. Revenue and cost estimates that support the metropolitan transportation plan must use an inflation rate(s) to reflect “year of expenditure dollars,” based on reasonable financial principles and information, developed cooperatively by the MPO, State(s), and public transportation operator(s).
(v) For the outer years of the metropolitan transportation plan (i.e., beyond the first 10 years), the financial plan may reflect aggregate cost ranges/cost bands, as long as the future funding source(s) is reasonably expected to be available to support the projected cost ranges/cost bands.
(vi) For nonattainment and maintenance areas, the financial plan shall address the specific financial strategies required to ensure the implementation of TCMs in the applicable SIP.
(vii) For illustrative purposes, the financial plan may include additional projects that would be included in the adopted transportation plan if additional resources beyond those identified in the financial plan were to become available.
(viii) In cases that the FHWA and the FTA find a metropolitan transportation plan to be fiscally constrained and a revenue source is subsequently removed or substantially reduced (i.e., by legislative or administrative actions), the FHWA and the FTA will not withdraw the original determination of fiscal constraint; however, in such cases, the FHWA and the FTA will not act on an updated or amended metropolitan transportation plan that does not reflect the changed revenue situation.
(12) Pedestrian walkway and bicycle transportation facilities in accordance with 23 U.S.C. 217(g).
(g) The MPO shall consult, as appropriate, with State and local agencies responsible for land use management, natural resources, environmental protection, conservation, and historic preservation concerning the development of the transportation plan. The consultation shall involve, as appropriate:
(1) Comparison of transportation plans with State conservation plans or maps, if available; or
(2) Comparison of transportation plans to inventories of natural or historic resources, if available.
(h) The metropolitan transportation plan should integrate the priorities, goals, countermeasures, strategies, or projects for the metropolitan planning area contained in the HSIP, including the SHSP required under 23 U.S.C. 148, the Public Transportation Agency Safety Plan required under 49 U.S.C. 5329(d), or an Interim Agency Safety Plan in accordance with 49 CFR part 659, as in effect until completion of the Public Transportation Agency Safety Plan, and may incorporate or reference applicable emergency relief and disaster preparedness plans and strategies and policies that support homeland security, as appropriate, to safeguard the personal security of all motorized and non-motorized users.
(i) An MPO may, while fitting the needs and complexity of its community, voluntarily elect to develop multiple scenarios for consideration as part of the development of the metropolitan transportation plan.
(1) An MPO that chooses to develop multiple scenarios under this paragraph (i) is encouraged to consider:
(i) Potential regional investment strategies for the planning horizon;
(ii) Assumed distribution of population and employment;
(iii) A scenario that, to the maximum extent practicable, maintains baseline conditions for the performance areas identified in § 450.306(d) and measures established under 23 CFR part 490;
(iv) A scenario that improves the baseline conditions for as many of the performance measures identified in § 450.306(d) as possible;
(v) Revenue constrained scenarios based on the total revenues expected to be available over the forecast period of the plan; and
(vi) Estimated costs and potential revenues available to support each scenario.
(2) In addition to the performance areas identified in 23 U.S.C. 150(c), 49 U.S.C. 5326(c), and 5329(d), and the measures established under 23 CFR part 490, MPOs may evaluate scenarios developed under this paragraph using locally developed measures.
(j) The MPO shall provide individuals, affected public agencies, representatives of public transportation employees, public ports, freight shippers, providers of freight transportation services, private providers of transportation (including intercity bus operators, employer-based commuting programs, such as carpool program, vanpool program, transit benefit program, parking cashout program, shuttle program, or telework program), representatives of users of public transportation, representatives of users of pedestrian walkways and bicycle transportation facilities, representatives of the disabled, and other interested parties with a reasonable opportunity to comment on the transportation plan using the participation plan developed under § 450.316(a).
(k) The MPO shall publish or otherwise make readily available the metropolitan transportation plan for public review, including (to the maximum extent practicable) in electronically accessible formats and means, such as the World Wide Web.
(l) A State or MPO is not required to select any project from the illustrative list of additional projects included in the financial plan under paragraph (f)(11) of this section.
(m) In nonattainment and maintenance areas for transportation-related pollutants, the MPO, as well as the FHWA and the FTA, must make a conformity determination on any updated or amended transportation plan in accordance with the Clean Air Act and the EPA transportation conformity regulations (40 CFR part 93, subpart A). A 12-month conformity lapse grace period will be implemented when an area misses an applicable deadline, in accordance with the Clean Air Act and the transportation conformity regulations (40 CFR part 93, subpart A). At the end of this 12-month grace period, the existing conformity determination will lapse. During a conformity lapse, MPOs can prepare an interim metropolitan transportation plan as a basis for advancing projects that are eligible to proceed under a conformity lapse. An interim metropolitan transportation plan consisting of eligible projects from, or consistent with, the most recent conforming transportation plan and TIP may proceed immediately without revisiting the requirements of this section, subject to interagency consultation defined in 40 CFR part 93, subpart A. An interim metropolitan transportation plan containing eligible projects that are not from, or consistent with, the most recent conforming transportation plan and TIP must meet all the requirements of this section.
[81 FR 34135, May 27, 2016, as amended at 81 FR 93473, Dec. 20, 2016; 82 FR 56544, Nov. 29, 2017]
§ 450.326 Development and content of the transportation improvement program (TIP).
(a) The MPO, in cooperation with the State(s) and any affected public transportation operator(s), shall develop a TIP for the metropolitan planning area. The TIP shall reflect the investment priorities established in the current metropolitan transportation plan and shall cover a period of no less than 4 years, be updated at least every 4 years, and be approved by the MPO and the Governor. However, if the TIP covers more than 4 years, the FHWA and the FTA will consider the projects in the additional years as informational. The MPO may update the TIP more frequently, but the cycle for updating the TIP must be compatible with the STIP development and approval process. The TIP expires when the FHWA/FTA approval of the STIP expires. Copies of any updated or revised TIPs must be provided to the FHWA and the FTA. In nonattainment and maintenance areas subject to transportation conformity requirements, the FHWA and the FTA, as well as the MPO, must make a conformity determination on any updated or amended TIP, in accordance with the Clean Air Act requirements and the EPA's transportation conformity regulations (40 CFR part 93, subpart A).
(b) The MPO shall provide all interested parties with a reasonable opportunity to comment on the proposed TIP as required by § 450.316(a). In addition, in nonattainment area TMAs, the MPO shall provide at least one formal public meeting during the TIP development process, which should be addressed through the participation plan described in § 450.316(a). In addition, the MPO shall publish or otherwise make readily available the TIP for public review, including (to the maximum extent practicable) in electronically accessible formats and means, such as the World Wide Web, as described in § 450.316(a).
(c) The TIP shall be designed such that once implemented, it makes progress toward achieving the performance targets established under § 450.306(d).
(d) The TIP shall include, to the maximum extent practicable, a description of the anticipated effect of the TIP toward achieving the performance targets identified in the metropolitan transportation plan, linking investment priorities to those performance targets.
(e) The TIP shall include capital and non-capital surface transportation projects (or phases of projects) within the boundaries of the metropolitan planning area proposed for funding under 23 U.S.C. and 49 U.S.C. Chapter 53 (including transportation alternatives; associated transit improvements; Tribal Transportation Program, Federal Lands Transportation Program, and Federal Lands Access Program projects; HSIP projects; trails projects; accessible pedestrian walkways; and bicycle facilities), except the following that may be included:
(1) Safety projects funded under 23 U.S.C. 402 and 49 U.S.C. 31102;
(2) Metropolitan planning projects funded under 23 U.S.C. 104(d), and 49 U.S.C. 5305(d);
(3) State planning and research projects funded under 23 U.S.C. 505 and 49 U.S.C. 5305(e);
(4) At the discretion of the State and MPO, metropolitan planning projects funded with Surface Transportation Program funds;
(5) Emergency relief projects (except those involving substantial functional, locational, or capacity changes);
(6) National planning and research projects funded under 49 U.S.C. 5314; and
(7) Project management oversight projects funded under 49 U.S.C. 5327.
(f) The TIP shall contain all regionally significant projects requiring an action by the FHWA or the FTA whether or not the projects are to be funded under title 23 U.S.C. Chapters 1 and 2 or title 49 U.S.C. Chapter 53 (e.g., addition of an interchange to the Interstate System with State, local, and/or private funds and congressionally designated projects not funded under 23 U.S.C. or 49 U.S.C. Chapter 53). For public information and conformity purposes, the TIP shall include all regionally significant projects proposed to be funded with Federal funds other than those administered by the FHWA or the FTA, as well as all regionally significant projects to be funded with non-Federal funds.
(g) The TIP shall include, for each project or phase (e.g., preliminary engineering, environment/NEPA, right-of-way, design, or construction), the following:
(1) Sufficient descriptive material (i.e., type of work, termini, and length) to identify the project or phase;
(2) Estimated total project cost, which may extend beyond the 4 years of the TIP;
(3) The amount of Federal funds proposed to be obligated during each program year for the project or phase (for the first year, this includes the proposed category of Federal funds and source(s) of non-Federal funds. For the second, third, and fourth years, this includes the likely category or possible categories of Federal funds and sources of non-Federal funds);
(4) Identification of the agencies responsible for carrying out the project or phase;
(5) In nonattainment and maintenance areas, identification of those projects that are identified as TCMs in the applicable SIP;
(6) In nonattainment and maintenance areas, included projects shall be specified in sufficient detail (design concept and scope) for air quality analysis in accordance with the EPA transportation conformity regulations (40 CFR part 93, subpart A); and
(7) In areas with Americans with Disabilities Act required paratransit and key station plans, identification of those projects that will implement these plans.
(h) Projects that are not considered to be of appropriate scale for individual identification in a given program year may be grouped by function, work type, and/or geographic area using the applicable classifications under 23 CFR 771.117(c) and (d) and/or 40 CFR part 93. In nonattainment and maintenance areas, project classifications must be consistent with the “exempt project” classifications contained in the EPA transportation conformity regulations (40 CFR part 93, subpart A). In addition, projects proposed for funding under title 23 U.S.C. Chapter 2 that are not regionally significant may be grouped in one line item or identified individually in the TIP.
(i) Each project or project phase included in the TIP shall be consistent with the approved metropolitan transportation plan.
(j) The TIP shall include a financial plan that demonstrates how the approved TIP can be implemented, indicates resources from public and private sources that are reasonably expected to be made available to carry out the TIP, and recommends any additional financing strategies for needed projects and programs. In developing the TIP, the MPO, State(s), and public transportation operator(s) shall cooperatively develop estimates of funds that are reasonably expected to be available to support TIP implementation in accordance with § 450.314(a). Only projects for which construction or operating funds can reasonably be expected to be available may be included. In the case of new funding sources, strategies for ensuring their availability shall be identified. In developing the financial plan, the MPO shall take into account all projects and strategies funded under title 23 U.S.C., title 49 U.S.C. Chapter 53, and other Federal funds; and regionally significant projects that are not federally funded. For purposes of transportation operations and maintenance, the financial plan shall contain system-level estimates of costs and revenue sources that are reasonably expected to be available to adequately operate and maintain Federal-aid highways (as defined by 23 U.S.C. 101(a)(6)) and public transportation (as defined by title 49 U.S.C. Chapter 53). In addition, for illustrative purposes, the financial plan may include additional projects that would be included in the TIP if reasonable additional resources beyond those identified in the financial plan were to become available. Revenue and cost estimates for the TIP must use an inflation rate(s) to reflect “year of expenditure dollars,” based on reasonable financial principles and information, developed cooperatively by the MPO, State(s), and public transportation operator(s).
(k) The TIP shall include a project, or a phase of a project, only if full funding can reasonably be anticipated to be available for the project within the time period contemplated for completion of the project. In nonattainment and maintenance areas, projects included in the first 2 years of the TIP shall be limited to those for which funds are available or committed. For the TIP, financial constraint shall be demonstrated and maintained by year and shall include sufficient financial information to demonstrate which projects are to be implemented using current and/or reasonably available revenues, while federally supported facilities are being adequately operated and maintained. In the case of proposed funding sources, strategies for ensuring their availability shall be identified in the financial plan consistent with paragraph (h) of this section. In nonattainment and maintenance areas, the TIP shall give priority to eligible TCMs identified in the approved SIP in accordance with the EPA transportation conformity regulations (40 CFR part 93, subpart A) and shall provide for their timely implementation.
(l) In cases that the FHWA and the FTA find a TIP to be fiscally constrained and a revenue source is subsequently removed or substantially reduced (i.e., by legislative or administrative actions), the FHWA and the FTA will not withdraw the original determination of fiscal constraint. However, in such cases, the FHWA and the FTA will not act on an updated or amended TIP that does not reflect the changed revenue situation.
(m) Procedures or agreements that distribute suballocated Surface Transportation Program funds to individual jurisdictions or modes within the MPA by pre-determined percentages or formulas are inconsistent with the legislative provisions that require the MPO, in cooperation with the State and the public transportation operator, to develop a prioritized and financially constrained TIP and shall not be used unless they can be clearly shown to be based on considerations required to be addressed as part of the metropolitan transportation planning process.
(n) As a management tool for monitoring progress in implementing the transportation plan, the TIP should:
(1) Identify the criteria and process for prioritizing implementation of transportation plan elements (including multimodal trade-offs) for inclusion in the TIP and any changes in priorities from previous TIPs;
(2) List major projects from the previous TIP that were implemented and identify any significant delays in the planned implementation of major projects; and
(3) In nonattainment and maintenance areas, describe the progress in implementing any required TCMs, in accordance with 40 CFR part 93.
(o) In metropolitan nonattainment and maintenance areas, a 12-month conformity lapse grace period will be implemented when an area misses an applicable deadline, according to the Clean Air Act and the transportation conformity regulations (40 CFR part 93, subpart A). At the end of this 12-month grace period, the existing conformity determination will lapse. During a conformity lapse, MPOs may prepare an interim TIP as a basis for advancing projects that are eligible to proceed under a conformity lapse. An interim TIP consisting of eligible projects from, or consistent with, the most recent conforming metropolitan transportation plan and TIP may proceed immediately without revisiting the requirements of this section, subject to interagency consultation defined in 40 CFR part 93. An interim TIP containing eligible projects that are not from, or consistent with, the most recent conforming transportation plan and TIP must meet all the requirements of this section.
(p) Projects in any of the first 4 years of the TIP may be advanced in place of another project in the first 4 years of the TIP, subject to the project selection requirements of § 450.332. In addition, the MPO may revise the TIP at any time under procedures agreed to by the State, MPO, and public transportation operator(s) consistent with the TIP development procedures established in this section, as well as the procedures for the MPO participation plan (see § 450.316(a)) and FHWA/FTA actions on the TIP (see § 450.330).
[81 FR 34135, May 27, 2016, as amended at 81 FR 93473, Dec. 20, 2016; 82 FR 56545, Nov. 29, 2017]
§ 450.328 TIP revisions and relationship to the STIP.
(a) An MPO may revise the TIP at any time under procedures agreed to by the cooperating parties consistent with the procedures established in this part for its development and approval. In nonattainment or maintenance areas for transportation-related pollutants, if a TIP amendment involves non-exempt projects (per 40 CFR part 93), or is replaced with an updated TIP, the MPO and the FHWA and the FTA must make a new conformity determination. In all areas, changes that affect fiscal constraint must take place by amendment of the TIP. The MPO shall use public participation procedures consistent with § 450.316(a) in revising the TIP, except that these procedures are not required for administrative modifications.
(b) After approval by the MPO and the Governor, the State shall include the TIP without change, directly or by reference, in the STIP required under 23 U.S.C. 135. In nonattainment and maintenance areas, the FHWA and the FTA must make a conformity finding on the TIP before it is included in the STIP. A copy of the approved TIP shall be provided to the FHWA and the FTA.
(c) The State shall notify the MPO and Federal land management agencies when it has included a TIP including projects under the jurisdiction of these agencies in the STIP.
[81 FR 34135, May 27, 2016, as amended at 81 FR 93473, Dec. 20, 2016; 82 FR 56545, Nov. 29, 2017]
§ 450.330 TIP action by the FHWA and the FTA.
(a) The FHWA and the FTA shall jointly find that each metropolitan TIP is consistent with the metropolitan transportation plan produced by the continuing and comprehensive transportation process carried on cooperatively by the MPO, the State(s), and the public transportation operator(s) in accordance with 23 U.S.C. 134 and 49 U.S.C. 5303. This finding shall be based on the self-certification statement submitted by the State and MPO under § 450.336, a review of the metropolitan transportation plan by the FHWA and the FTA, and upon other reviews as deemed necessary by the FHWA and the FTA.
(b) In nonattainment and maintenance areas, the MPO, as well as the FHWA and the FTA, shall determine conformity of any updated or amended TIP, in accordance with 40 CFR part 93. After the FHWA and the FTA issue a conformity determination on the TIP, the TIP shall be incorporated, without change, into the STIP, directly or by reference.
(c) If an MPO has not updated the metropolitan transportation plan in accordance with the cycles defined in § 450.324(c), projects may only be advanced from a TIP that was approved and found to conform (in nonattainment and maintenance areas) prior to expiration of the metropolitan transportation plan and meets the TIP update requirements of § 450.326(a). Until the MPO approves (in attainment areas) or the FHWA and the FTA issue a conformity determination on (in nonattainment and maintenance areas) the updated metropolitan transportation plan, the MPO may not amend the TIP.
(d) In the case of extenuating circumstances, the FHWA and the FTA will consider and take appropriate action on requests to extend the STIP approval period for all or part of the TIP in accordance with § 450.220(b).
(e) If an illustrative project is included in the TIP, no Federal action may be taken on that project by the FHWA and the FTA until it is formally included in the financially constrained and conforming metropolitan transportation plan and TIP.
(f) Where necessary in order to maintain or establish operations, the FHWA and the FTA may approve highway and transit operating assistance for specific projects or programs, even though the projects or programs may not be included in an approved TIP.
[81 FR 34135, May 27, 2016, as amended at 81 FR 93473, Dec. 20, 2016; 82 FR 56545, Nov. 29, 2017]
§ 450.332 Project selection from the TIP.
(a) Once a TIP that meets the requirements of 23 U.S.C. 134(j), 49 U.S.C. 5303(j), and § 450.326 has been developed and approved, the first year of the TIP will constitute an “agreed to” list of projects for project selection purposes and no further project selection action is required for the implementing agency to proceed with projects, except where the appropriated Federal funds available to the metropolitan planning area are significantly less than the authorized amounts or where there are significant shifting of projects between years. In this case, the MPO, the State, and the public transportation operator(s) if requested by the MPO, the State, or the public transportation operator(s) shall jointly develop a revised “agreed to” list of projects. If the State or public transportation operator(s) wishes to proceed with a project in the second, third, or fourth year of the TIP, the specific project selection procedures stated in paragraphs (b) and (c) of this section must be used unless the MPO, the State, and the public transportation operator(s) jointly develop expedited project selection procedures to provide for the advancement of projects from the second, third, or fourth years of the TIP.
(b) In metropolitan areas not designated as TMAs, the State and/or the public transportation operator(s), in cooperation with the MPO shall select projects to be implemented using title 23 U.S.C. funds (other than Tribal Transportation Program, Federal Lands Transportation Program, and Federal Lands Access Program projects) or funds under title 49 U.S.C. Chapter 53, from the approved metropolitan TIP. Tribal Transportation Program, Federal Lands Transportation Program, and Federal Lands Access Program projects shall be selected in accordance with procedures developed pursuant to 23 U.S.C. 201, 202, 203, and 204.
(c) In areas designated as TMAs, the MPO shall select all 23 U.S.C. and 49 U.S.C. Chapter 53 funded projects (excluding projects on the NHS and Tribal Transportation Program, Federal Lands Transportation Program, and Federal Lands Access Program) in consultation with the State and public transportation operator(s) from the approved TIP and in accordance with the priorities in the approved TIP. The State shall select projects on the NHS in cooperation with the MPO, from the approved TIP. Tribal Transportation Program, Federal Lands Transportation Program, and Federal Lands Access Program projects shall be selected in accordance with procedures developed pursuant to 23 U.S.C. 201, 202, 203, and 204.
(d) Except as provided in § 450.326(e) and § 450.330(f), projects not included in the federally approved STIP are not eligible for funding with funds under title 23 U.S.C. or 49 U.S.C. Chapter 53.
(e) In nonattainment and maintenance areas, priority shall be given to the timely implementation of TCMs contained in the applicable SIP in accordance with the EPA transportation conformity regulations (40 CFR part 93, subpart A).
[81 FR 34135, May 27, 2016, as amended at 81 FR 93473, Dec. 20, 2016; 82 FR 56545, Nov. 29, 2017]
§ 450.334 Annual listing of obligated projects.
(a) In metropolitan planning areas, on an annual basis, no later than 90 calendar days following the end of the program year, the State, public transportation operator(s), and the MPO shall cooperatively develop a listing of projects (including investments in pedestrian walkways and bicycle transportation facilities) for which funds under 23 U.S.C. or 49 U.S.C. Chapter 53 were obligated in the preceding program year.
(b) The listing shall be prepared in accordance with § 450.314(a) and shall include all federally funded projects authorized or revised to increase obligations in the preceding program year, and shall at a minimum include the TIP information under § 450.326(g)(1) and (4) and identify, for each project, the amount of Federal funds requested in the TIP, the Federal funding that was obligated during the preceding year, and the Federal funding remaining and available for subsequent years.
(c) The listing shall be published or otherwise made available in accordance with the MPO's public participation criteria for the TIP.
[81 FR 34135, May 27, 2016, as amended at 81 FR 93473, Dec. 20, 2016; 82 FR 56545, Nov. 29, 2017]
§ 450.336 Self-certifications and Federal certifications.
(a) For all MPAs, concurrent with the submittal of the entire proposed TIP to the FHWA and the FTA as part of the STIP approval, the State and the MPO shall certify at least every 4 years that the metropolitan transportation planning process is being carried out in accordance with all applicable requirements including:
(1) 23 U.S.C. 134, 49 U.S.C. 5303, and this subpart;
(2) In nonattainment and maintenance areas, sections 174 and 176(c) and (d) of the Clean Air Act, as amended (42 U.S.C. 7504, 7506(c) and (d)) and 40 CFR part 93;
(3) Title VI of the Civil Rights Act of 1964, as amended (42 U.S.C. 2000d-1) and 49 CFR part 21;
(4) 49 U.S.C. 5332, prohibiting discrimination on the basis of race, color, creed, national origin, sex, or age in employment or business opportunity;
(5) Section 1101(b) of the FAST Act (Pub. L. 114-357) and 49 CFR part 26 regarding the involvement of disadvantaged business enterprises in DOT funded projects;
(6) 23 CFR part 230, regarding the implementation of an equal employment opportunity program on Federal and Federal-aid highway construction contracts;
(7) The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) and 49 CFR parts 27, 37, and 38;
(8) The Older Americans Act, as amended (42 U.S.C. 6101), prohibiting discrimination on the basis of age in programs or activities receiving Federal financial assistance;
(9) Section 324 of title 23 U.S.C. regarding the prohibition of discrimination based on gender; and
(10) Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. 794) and 49 CFR part 27 regarding discrimination against individuals with disabilities.
(b) In TMAs, the FHWA and the FTA jointly shall review and evaluate the transportation planning process for each TMA no less than once every 4 years to determine if the process meets the requirements of applicable provisions of Federal law and this subpart.
(1) After review and evaluation of the TMA planning process, the FHWA and FTA shall take one of the following actions:
(i) If the process meets the requirements of this part and the MPO and the Governor have approved a TIP, jointly certify the transportation planning process;
(ii) If the process substantially meets the requirements of this part and the MPO and the Governor have approved a TIP, jointly certify the transportation planning process subject to certain specified corrective actions being taken; or
(iii) If the process does not meet the requirements of this part, jointly certify the planning process as the basis for approval of only those categories of programs or projects that the FHWA and the FTA jointly determine, subject to certain specified corrective actions being taken.
(2) If, upon the review and evaluation conducted under paragraph (b)(1)(iii) of this section, the FHWA and the FTA do not certify the transportation planning process in a TMA, the Secretary may withhold up to 20 percent of the funds attributable to the metropolitan planning area of the MPO for projects funded under title 23 U.S.C. and title 49 U.S.C. Chapter 53 in addition to corrective actions and funding restrictions. The withheld funds shall be restored to the MPA when the metropolitan transportation planning process is certified by the FHWA and FTA, unless the funds have lapsed.
(3) A certification of the TMA planning process will remain in effect for 4 years unless a new certification determination is made sooner by the FHWA and the FTA or a shorter term is specified in the certification report.
(4) In conducting a certification review, the FHWA and the FTA shall provide opportunities for public involvement within the metropolitan planning area under review. The FHWA and the FTA shall consider the public input received in arriving at a decision on a certification action.
(5) The FHWA and the FTA shall notify the MPO(s), the State(s), and public transportation operator(s) of the actions taken under paragraphs (b)(1) and (b)(2) of this section. The FHWA and the FTA will update the certification status of the TMA when evidence of satisfactory completion of a corrective action(s) is provided to the FHWA and the FTA.
[81 FR 34135, May 27, 2016, as amended at 81 FR 93473, Dec. 20, 2016; 82 FR 56545, Nov. 29, 2017]
§ 450.338 Applicability of NEPA to metropolitan transportation plans and programs.
Any decision by the Secretary concerning a metropolitan transportation plan or TIP developed through the processes provided for in 23 U.S.C. 134, 49 U.S.C. 5303, and this subpart shall not be considered to be a Federal action subject to review under the National Environmental Policy Act of 1969 (42 U.S.C. 4321 et seq.).
§ 450.340 Phase-in of new requirements.
(a) Prior to May 27, 2018, an MPO may adopt a metropolitan transportation plan that has been developed using the SAFETEA-LU requirements or the provisions and requirements of this part. On or after May 27, 2018, an MPO may not adopt a metropolitan transportation plan that has not been developed according to the provisions and requirements of this part.
(b) Prior to May 27, 2018 (2 years after the publication date of this rule), FHWA/FTA may determine the conformity of, or approve as part of a STIP, a TIP that has been developed using SAFETEA-LU requirements or the provisions and requirements of this part. On or after May 27, 2018 (2 years after the publication date of this rule), FHWA/FTA may only determine the conformity of, or approve as part of a STIP, a TIP that has been developed according to the provisions and requirements of this part, regardless of when the MPO developed the TIP.
(c) On and after May 27, 2018 (2 years after the issuance date of this rule), the FHWA and the FTA will take action (i.e., conformity determinations and STIP approvals) on an updated or amended TIP developed under the provisions of this part, even if the MPO has not yet adopted a new metropolitan transportation plan under the provisions of this part, as long as the underlying transportation planning process is consistent with the requirements in the MAP-21.
(d) On or after May 27, 2018 (2 years after the publication date of this rule), an MPO may make an administrative modification to a TIP that conforms to either the SAFETEA-LU or to the provisions and requirements of this part.
(e) Two years from the effective date of each rule establishing performance measures under 23 U.S.C. 150(c), 49 U.S.C. 5326, and 49 U.S.C. 5329 FHWA/FTA will only determine the conformity of, or approve as part of a STIP, a TIP that is based on a metropolitan transportation planning process that meets the performance based planning requirements in this part and in such a rule.
(f) Prior to 2 years from the effective date of each rule establishing performance measures under 23 U.S.C. 150(c), 49 U.S.C. 5326, or 49 U.S.C. 5329, an MPO may adopt a metropolitan transportation plan that has been developed using the SAFETEA-LU requirements or the performance-based planning requirements of this part and in such a rule. Two years on or after the effective date of each rule establishing performance measures under 23 U.S.C. 150(c), 49 U.S.C. 5326, or 49 U.S.C. 5329, an MPO may only adopt a metropolitan transportation plan that has been developed according to the performance-based provisions and requirements of this part and in such a rule.
(g) A newly designated TMA shall implement the congestion management process described in § 450.322 within 18 months of designation.
[81 FR 34135, May 27, 2016, as amended at 81 FR 93473, Dec. 20, 2016; 82 FR 56545, Nov. 29, 2017]
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Appendix A to Part 450 Linking the Transportation Planning and NEPA Processes
Background and Overview
This Appendix provides additional information to explain the linkage between the transportation planning and project development/National Environmental Policy Act (NEPA) processes. It is intended to be non-binding and should not be construed as a rule of general applicability.
For 40 years, the Congress has directed that federally funded highway and transit projects must flow from metropolitan and statewide transportation planning processes (pursuant to 23 U.S.C. 134-135 and 49 U.S.C. 5303-5306). Over the years, the Congress has refined and strengthened the transportation planning process as the foundation for project decisions, emphasizing public involvement, consideration of environmental and other factors, and a Federal role that oversees the transportation planning process but does not second-guess the content of transportation plans and programs.
Despite this statutory emphasis on transportation planning, the environmental analyses produced to meet the requirements of the NEPA of 1969 (42 U.S.C. 4231 et seq.) have often been conducted de novo, disconnected from the analyses used to develop long-range transportation plans, statewide and metropolitan Transportation Improvement Programs (STIPs/TIPs), or planning-level corridor/subarea/feasibility studies. When the NEPA and transportation planning processes are not well coordinated, the NEPA process may lead to the development of information that is more appropriately developed in the planning process, resulting in duplication of work and delays in transportation improvements.
The purpose of this Appendix is to change this culture, by supporting congressional intent that statewide and metropolitan transportation planning should be the foundation for highway and transit project decisions. This Appendix was crafted to recognize that transportation planning processes vary across the country. This document provides details on how information, analysis, and products from transportation planning can be incorporated into and relied upon in NEPA documents under existing laws, regardless of when the Notice of Intent has been published. This Appendix presents environmental review as a continuum of sequential study, refinement, and expansion performed in transportation planning and during project development/NEPA, with information developed and conclusions drawn in early stages utilized in subsequent (and more detailed) review stages.
The information below is intended for use by State departments of transportation (State DOTs), metropolitan planning organizations (MPOs), and public transportation operators to clarify the circumstances under which transportation planning level choices and analyses can be adopted or incorporated into the process required by NEPA. Additionally, the FHWA and the FTA will work with Federal environmental, regulatory, and resource agencies to incorporate the principles of this Appendix in their day-to-day NEPA policies and procedures related to their involvement in highway and transit projects.
This Appendix does not extend NEPA requirements to transportation plans and programs. The Transportation Efficiency Act for the 21st Century (TEA-21) and the Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users (SAFETEA-LU) specifically exempted transportation plans and programs from NEPA review. Therefore, initiating the NEPA process as part of, or concurrently with, a transportation planning study does not subject transportation plans and programs to NEPA.
Implementation of this Appendix by States, MPOs, and public transportation operators is voluntary. The degree to which studies, analyses, or conclusions from the transportation planning process can be incorporated into the project development/NEPA processes will depend upon how well they meet certain standards established by NEPA regulations and guidance. While some transportation planning processes already meet these standards, others will need some modification.
The remainder of this Appendix document utilizes a “Question and Answer” format, organized into three primary categories (“Procedural Issues,” “Substantive Issues,” and “Administrative Issues”).
I. Procedural Issues
1. In what format should the transportation planning information be included?
To be included in the NEPA process, work from the transportation planning process must be documented in a form that can be appended to the NEPA document or incorporated by reference. Documents may be incorporated by reference if they are readily available so as to not impede agency or public review of the action. Any document incorporated by reference must be “reasonably available for inspection by potentially interested persons within the time allowed for comment.” Incorporated materials must be cited in the NEPA document and their contents briefly described, so that the reader understands why the document is cited and knows where to look for further information. To the extent possible, the documentation should be in a form such as official actions by the MPO, State DOT, or public transportation operator and/or correspondence within and among the organizations involved in the transportation planning process.
2. What is a reasonable level of detail for a planning product that is intended to be used in a NEPA document? How does this level of detail compare to what is considered a full NEPA analysis?
For purposes of transportation planning alone, a planning-level analysis does not need to rise to the level of detail required in the NEPA process. Rather, it needs to be accurate and up-to-date, and should adequately support recommended improvements in the statewide or metropolitan long-range transportation plan. The SAFETEA-LU requires transportation planning processes to focus on setting a context and following acceptable procedures. For example, the SAFETEA-LU requires a “discussion of the types of potential environmental mitigation activities” and potential areas for their implementation, rather than details on specific strategies. The SAFETEA-LU also emphasizes consultation with Federal, State, and Tribal land management, wildlife, and regulatory agencies.
However, the Environmental Assessment (EA) or Environmental Impact Statement (EIS) ultimately will be judged by the standards applicable under the NEPA regulations and guidance from the Council on Environmental Quality (CEQ). To the extent the information incorporated from the transportation planning process, standing alone, does not contain all of the information or analysis required by NEPA, then it will need to be supplemented by other information contained in the EIS or EA that would, in conjunction with the information from the plan, collectively meet the requirements of NEPA. The intent is not to require NEPA studies in the transportation planning process. As an option, the NEPA analyses prepared for project development can be integrated with transportation planning studies (see the response to Question 9 for additional information).
3. What type and extent of involvement from Federal, Tribal, State, and local environmental, regulatory, and resource agencies is needed in the transportation planning process in order for planning-level decisions to be more readily accepted in the NEPA process?
Sections 3005, 3006, and 6001 of the SAFETEA-LU established formal consultation requirements for MPOs and State DOTs to employ with environmental, regulatory, and resource agencies in the development of long-range transportation plans. For example, metropolitan transportation plans now “shall include a discussion of the types of potential environmental mitigation activities and potential areas to carry out these activities, including activities that may have the greatest potential to restore and maintain the environmental functions affected by the [transportation] plan,” and that these planning-level discussions “shall be developed in consultation with Federal, State, and Tribal land management, wildlife, and regulatory agencies.” In addition, MPOs “shall consult, as appropriate, with State and local agencies responsible for land use management, natural resources, environmental protection, conservation, and historic preservation concerning the development of a long-range transportation plan,” and that this consultation “shall involve, as appropriate, comparison of transportation plans with State conservation plans or maps, if available, or comparison of transportation plans to inventories of natural or historic resources, if available.” Similar SAFETEA-LU language addresses the development of the long-range statewide transportation plan, with the addition of Tribal conservation plans or maps to this planning-level “comparison.”
In addition, section 6002 of the SAFETEA-LU established several mechanisms for increased efficiency in environmental reviews for project decision-making. For example, the term “lead agency” collectively means the U.S. Department of Transportation and a State or local governmental entity serving as a joint lead agency for the NEPA process. In addition, the lead agency is responsible for inviting and designating “participating agencies” (i.e., other Federal or non-Federal agencies that may have an interest in the proposed project). Any Federal agency that is invited by the lead agency to participate in the environmental review process for a project shall be designated as a participating agency by the lead agency unless the invited agency informs the lead agency, in writing, by the deadline specified in the invitation that the invited agency:
(a) Has no jurisdiction or authority with respect to the project; (b) has no expertise or information relevant to the project; and (c) does not intend to submit comments on the project.
Past successful examples of using transportation planning products in NEPA analysis are based on early and continuous involvement of environmental, regulatory, and resource agencies. Without this early coordination, environmental, regulatory, and resource agencies are more likely to expect decisions made or analyses conducted in the transportation planning process to be revisited during the NEPA process. Early participation in transportation planning provides environmental, regulatory, and resource agencies better insight into the needs and objectives of the locality. Additionally, early participation provides an important opportunity for environmental, regulatory, and resource agency concerns to be identified and addressed early in the process, such as those related to permit applications. Moreover, Federal, Tribal, State, and local environmental, regulatory, and resource agencies are able to share data on particular resources, which can play a critical role in determining the feasibility of a transportation solution with respect to environmental impacts. The use of other agency planning outputs can result in a transportation project that could support multiple goals (transportation, environmental, and community). Further, planning decisions by these other agencies may have impacts on long-range transportation plans and/or the STIP/TIP, thereby providing important input to the transportation planning process and advancing integrated decision-making.
4. What is the procedure for using decisions or analyses from the transportation planning process?
The lead agencies jointly decide, and must agree, on what processes and consultation techniques are used to determine the transportation planning products that will be incorporated into the NEPA process. At a minimum, a robust scoping/early coordination process (which explains to Federal and State environmental, regulatory, and resource agencies and the public the information and/or analyses utilized to develop the planning products, how the purpose and need was developed and refined, and how the design concept and scope were determined) should play a critical role in leading to informed decisions by the lead agencies on the suitability of the transportation planning information, analyses, documents, and decisions for use in the NEPA process. As part of a rigorous scoping/early coordination process, the FHWA and the FTA should ensure that the transportation planning results are appropriately documented, shared, and used.
5. To what extent can the FHWA/FTA provide up-front assurance that decisions and additional investments made in the transportation planning process will allow planning-level decisions and analyses to be used in the NEPA process?
There are no guarantees. However, the potential is greatly improved for transportation planning processes that address the “3-C” planning principles (comprehensive, cooperative, and continuous); incorporate the intent of NEPA through the consideration of natural, physical, and social effects; involve environmental, regulatory, and resource agencies; thoroughly document the transportation planning process information, analysis, and decision; and vet the planning results through the applicable public involvement processes.
6. What considerations will the FHWA/FTA take into account in their review of transportation planning products for acceptance in project development/NEPA?
The FHWA and the FTA will give deference to decisions resulting from the transportation planning process if the FHWA and FTA determine that the planning process is consistent with the “3-C” planning principles and when the planning study process, alternatives considered, and resulting decisions have a rational basis that is thoroughly documented and vetted through the applicable public involvement processes. Moreover, any applicable program-specific requirements (e.g., those of the Congestion Mitigation and Air Quality Improvement Program or the FTA's Capital Investment Grant program) also must be met.
The NEPA requires that the FHWA and the FTA be able to stand behind the overall soundness and credibility of analyses conducted and decisions made during the transportation planning process if they are incorporated into a NEPA document. For example, if systems-level or other broad objectives or choices from the transportation plan are incorporated into the purpose and need statement for a NEPA document, the FHWA and the FTA should not revisit whether these are the best objectives or choices among other options. Rather, the FHWA and the FTA review would include making sure that objectives or choices derived from the transportation plan were: Based on transportation planning factors established by Federal law; reflect a credible and articulated planning rationale; founded on reliable data; and developed through transportation planning processes meeting FHWA and FTA statutory and regulatory requirements. In addition, the basis for the goals and choices must be documented and included in the NEPA document. The FHWA/FTA reviewers do not need to review whether assumptions or analytical methods used in the studies are the best available, but, instead, need to assure that such assumptions or analytical methods are reasonable, scientifically acceptable, and consistent with goals, objectives, and policies set forth in long-range transportation plans. This review would include determining whether: (a) Assumptions have a rational basis and are up-to-date and (b) data, analytical methods, and modeling techniques are reliable, defensible, reasonably current, and meet data quality requirements.
II. Substantive Issues
General Issues To Be Considered
7. What should be considered in order to rely upon transportation planning studies in NEPA?
The following questions should be answered prior to accepting studies conducted during the transportation planning process for use in NEPA. While not a “checklist,” these questions are intended to guide the practitioner's analysis of the planning products:
• How much time has passed since the planning studies and corresponding decisions were made?
• Were the future year policy assumptions used in the transportation planning process related to land use, economic development, transportation costs, and network expansion consistent with those to be used in the NEPA process?
• Is the information still relevant/valid?
• What changes have occurred in the area since the study was completed?
• Is the information in a format that can be appended to an environmental document or reformatted to do so?
• Are the analyses in a planning-level report or document based on data, analytical methods, and modeling techniques that are reliable, defensible, and consistent with those used in other regional transportation studies and project development activities?
• Were the FHWA and FTA, other agencies, and the public involved in the relevant planning analysis and the corresponding planning decisions?
• Were the planning products available to other agencies and the public during NEPA scoping?
• During NEPA scoping, was a clear connection between the decisions made in planning and those to be made during the project development stage explained to the public and others? What was the response?
• Are natural resource and land use plans being informed by transportation planning products, and vice versa?
Purpose and Need
8. How can transportation planning be used to shape a project's purpose and need in the NEPA process?
A sound transportation planning process is the primary source of the project purpose and need. Through transportation planning, State and local governments, with involvement of stakeholders and the public, establish a vision for the region's future transportation system, define transportation goals and objectives for realizing that vision, decide which needs to address, and determine the timeframe for addressing these issues. The transportation planning process also provides a potential forum to define a project's purpose and need by framing the scope of the problem to be addressed by a proposed project. This scope may be further refined during the transportation planning process as more information about the transportation need is collected and consultation with the public and other stakeholders clarifies other issues and goals for the region.
23 U.S.C. 139(f), as amended by the SAFETEA-LU Section 6002, provides additional focus regarding the definition of the purpose and need and objectives. For example, the lead agency, as early as practicable during the environmental review process, shall provide an opportunity for involvement by participating agencies and the public in defining the purpose and need for a project. The statement of purpose and need shall include a clear statement of the objectives that the proposed action is intended to achieve, which may include: (a) Achieving a transportation objective identified in an applicable statewide or metropolitan transportation plan; (b) supporting land use, economic development, or growth objectives established in applicable Federal, State, local, or Tribal plans; and (c) serving national defense, national security, or other national objectives, as established in Federal laws, plans, or policies.
The transportation planning process can be utilized to develop the purpose and need in the following ways:
(a) Goals and objectives from the transportation planning process may be part of the project's purpose and need statement;
(b) A general travel corridor or general mode or modes (e.g., highway, transit, or a highway/transit combination) resulting from planning analyses may be part of the project's purpose and need statement;
(c) If the financial plan for a metropolitan transportation plan indicates that funding for a specific project will require special funding sources (e.g., tolls or public-private financing), such information may be included in the purpose and need statement; or
(d) The results of analyses from management systems (e.g., congestion, pavement, bridge, and/or safety) may shape the purpose and need statement.
The use of these planning-level goals and choices must be appropriately explained during NEPA scoping and in the NEPA document.
Consistent with NEPA, the purpose and need statement should be a statement of a transportation problem, not a specific solution. However, the purpose and need statement should be specific enough to generate alternatives that may potentially yield real solutions to the problem at-hand. A purpose and need statement that yields only one alternative may indicate a purpose and need that is too narrowly defined.
Short of a fully integrated transportation decision-making process, many State DOTs develop information for their purpose and need statements when implementing interagency NEPA/Section 404 process merger agreements. These agreements may need to be expanded to include commitments to share and utilize transportation planning products when developing a project's purpose and need.
9. Under what conditions can the NEPA process be initiated in conjunction with transportation planning studies?
The NEPA process may be initiated in conjunction with transportation planning studies in a number of ways. A common method is the “tiered EIS,” in which the first-tier EIS evaluates general travel corridors, modes, and/or packages of projects at a planning level of detail, leading to the refinement of purpose and need and, ideally, selection of the design concept and scope for a project or series of projects. Subsequently, second-tier NEPA review(s) of the resulting projects would be performed in the usual way. The first-tier EIS uses the NEPA process as a tool to involve environmental, regulatory, and resource agencies and the public in the planning decisions, as well as to ensure the appropriate consideration of environmental factors in these planning decisions.
Corridor or subarea analyses/studies are another option when the long-range transportation plan leaves open the possibility of multiple approaches to fulfill its goals and objectives. In such cases, the formal NEPA process could be initiated through publication of a NOI in conjunction with a corridor or subarea planning study.
Alternatives
10. In the context of this Appendix, what is the meaning of the term “alternatives”?
This Appendix uses the term “alternatives” as specified in the NEPA regulations (40 CFR 1502.14), where it is defined in its broadest sense to include everything from major modal alternatives and location alternatives to minor design changes that would mitigate adverse impacts. This Appendix does not use the term as it is used in many other contexts (e.g., “prudent and feasible alternatives” under Section 4(f) of the Department of Transportation Act or the “Least Environmentally Damaging Practicable Alternative” under the Clean Water Act.
11. Under what circumstances can alternatives be eliminated from detailed consideration during the NEPA process based on information and analysis from the transportation planning process?
There are two ways in which the transportation planning process can begin limiting the alternative solutions to be evaluated during the NEPA process: (a) Shaping the purpose and need for the project; or (b) evaluating alternatives during planning studies and eliminating some of the alternatives from detailed study in the NEPA process prior to its start. Each approach requires careful attention, and is summarized below.
(a) Shaping the Purpose and Need for the Project: The transportation planning process should shape the purpose and need and, thereby, the range of reasonable alternatives. With proper documentation and public involvement, a purpose and need derived from the planning process can legitimately narrow the alternatives analyzed in the NEPA process. See the response to Question 8 for further discussion on how the planning process can shape the purpose and need used in the NEPA process.
For example, the purpose and need may be shaped by the transportation planning process in a manner that consequently narrows the range of alternatives that must be considered in detail in the NEPA document when:
(1) The transportation planning process has selected a general travel corridor as best addressing identified transportation problems and the rationale for the determination in the planning document is reflected in the purpose and need statement of the subsequent NEPA document;
(2) The transportation planning process has selected a general mode (e.g., highway, transit, or a highway/transit combination) that accomplishes its goals and objectives, and these documented determinations are reflected in the purpose and need statement of the subsequent NEPA document; or
(3) The transportation planning process determines that the project needs to be funded by tolls or other non-traditional funding sources in order for the long-range transportation plan to be fiscally constrained or identifies goals and objectives that can only be met by toll roads or other non-traditional funding sources, and that determination of those goals and objectives is reflected in the purpose and need statement of the subsequent NEPA document.
(b) Evaluating and Eliminating Alternatives During the Transportation Planning Process: The evaluation and elimination of alternatives during the transportation planning process can be incorporated by reference into a NEPA document under certain circumstances. In these cases, the planning study becomes part of the NEPA process and provides a basis for screening out alternatives. As with any part of the NEPA process, the analysis of alternatives to be incorporated from the process must have a rational basis that has been thoroughly documented (including documentation of the necessary and appropriate vetting through the applicable public involvement processes). This record should be made available for public review during the NEPA scoping process.
See responses to Questions 4, 5, 6, and 7 for additional elements to consider with respect to acceptance of planning products for NEPA documentation and the response to Question 12 on the information or analysis from the transportation planning process necessary for supporting the elimination of an alternative(s) from detailed consideration in the NEPA process.
Development of planning Alternatives Analysis studies, required prior to MAP-21 for projects seeking funds through FTA's Capital Investment Grant program, are now optional, but may still be used to narrow the alternatives prior to the NEPA review, just as other planning studies may be used. In fact, through planning studies, FTA may be able to narrow the alternatives considered in detail in the NEPA document to the No-Build (No Action) alternative and the Locally Preferred Alternative. If the planning process has included the analysis and stakeholder involvement that would be undertaken in a first tier NEPA process, then the alternatives screening conducted in the transportation planning process may be incorporated by reference, described, and relied upon in the project-level NEPA document. At that point, the project-level NEPA analysis can focus on the remaining alternatives.
12. What information or analysis from the transportation planning process is needed in an EA or EIS to support the elimination of an alternative(s) from detailed consideration?
The section of the EA or EIS that discusses alternatives considered but eliminated from detailed consideration should:
(a) Identify any alternatives eliminated during the transportation planning process (this could include broad categories of alternatives, as when a long-range transportation plan selects a general travel corridor based on a corridor study, thereby eliminating all alternatives along other alignments);
(b) Briefly summarize the reasons for eliminating the alternative; and
(c) Include a summary of the analysis process that supports the elimination of alternatives (the summary should reference the relevant sections or pages of the analysis or study) and incorporate it by reference or append it to the NEPA document.
Any analyses or studies used to eliminate alternatives from detailed consideration should be made available to the public and participating agencies during the NEPA scoping process and should be reasonably available during comment periods.
Alternatives passed over during the transportation planning process because they are infeasible or do not meet the NEPA “purpose and need” can be omitted from the detailed analysis of alternatives in the NEPA document, as long as the rationale for elimination is explained in the NEPA document. Alternatives that remain “reasonable” after the planning-level analysis must be addressed in the EIS, even when they are not the preferred alternative. When the proposed action evaluated in an EA involves unresolved conflicts concerning alternative uses of available resources, NEPA requires that appropriate alternatives be studied, developed, and described.
Affected Environment and Environmental Consequences
13. What types of planning products provide analysis of the affected environment and environmental consequences that are useful in a project-level NEPA analysis and document?
The following planning products are valuable inputs to the discussion of the affected environment and environmental consequences (both its current state and future state in the absence of the proposed action) in the project-level NEPA analysis and document:
• Regional development and growth analyses;
• Local land use, growth management, or development plans; and
• Population and employment projections.
The following are types of information, analysis, and other products from the transportation planning process that can be used in the discussion of the affected environment and environmental consequences in an EA or EIS:
(a) Geographic information system (GIS) overlays showing the past, current, or predicted future conditions of the natural and built environments;
(b) Environmental scans that identify environmental resources and environmentally sensitive areas;
(c) Descriptions of airsheds and watersheds;
(d) Demographic trends and forecasts;
(e) Projections of future land use, natural resource conservation areas, and development; and
(f) The outputs of natural resource planning efforts, such as wildlife conservation plans, watershed plans, special area management plans, and multiple species habitat conservation plans.
However, in most cases, the assessment of the affected environment and environmental consequences conducted during the transportation planning process will not be detailed or current enough to meet NEPA standards and, thus, the inventory and evaluation of affected resources and the analysis of consequences of the alternatives will need to be supplemented with more refined analysis and possibly site-specific details during the NEPA process.
14. What information from the transportation planning process is useful in describing a baseline for the NEPA analysis of indirect and cumulative impacts?
Because the nature of the transportation planning process is to look broadly at future land use, development, population increases, and other growth factors, the planning analysis can provide the basis for the assessment of indirect and cumulative impacts required under NEPA. The consideration in the transportation planning process of development, growth, and consistency with local land use, growth management, or development plans, as well as population and employment projections, provides an overview of the multitude of factors in an area that are creating pressures not only on the transportation system, but on the natural ecosystem and important environmental and community resources. An analysis of all reasonably foreseeable actions in the area also should be a part of the transportation planning process. This planning-level information should be captured and utilized in the analysis of indirect and cumulative impacts during the NEPA process.
To be used in the analysis of indirect and cumulative impacts, such information should:
(a) Be sufficiently detailed that differences in consequences of alternatives can be readily identified;
(b) Be based on current data (e.g., data from the most recent Census) or be updated by additional information;
(c) Be based on reasonable assumptions that are clearly stated; and/or
(d) Rely on analytical methods and modeling techniques that are reliable, defensible, and reasonably current.
Environmental Mitigation
15. How can planning-level efforts best support advance mitigation, mitigation banking, and priorities for environmental mitigation investments?
A lesson learned from efforts to establish mitigation banks and advance mitigation agreements and alternative mitigation options is the importance of beginning interagency discussions during the transportation planning process. Development pressures, habitat alteration, complicated real estate transactions, and competition for potential mitigation sites by public and private project proponents can encumber the already difficult task of mitigating for “like” value and function and reinforce the need to examine mitigation strategies as early as possible.
Robust use of remote sensing, GIS, and decision support systems for evaluating conservation strategies are all contributing to the advancement of natural resource and environmental planning. The outputs from environmental planning can now better inform transportation planning processes, including the development of mitigation strategies, so that transportation and conservation goals can be optimally met. For example, long-range transportation plans can be screened to assess the effect of general travel corridors or density, on the viability of sensitive plant and animal species or habitats. This type of screening provides a basis for early collaboration among transportation and environmental staffs, the public, and regulatory agencies to explore areas where impacts must be avoided and identify areas for mitigation investments. This can lead to mitigation strategies that are both more economical and more effective from an environmental stewardship perspective than traditional project-specific mitigation measures.
III. Administrative Issues
16. Are Federal funds eligible to pay for these additional, or more in depth, environmental studies in transportation planning?
Yes. For example, the following FHWA and FTA funds may be utilized for conducting environmental studies and analyses within transportation planning:
• FHWA planning and research funds, as defined under 23 CFR part 420 (e.g., Metropolitan Planning (PL), Statewide Planning and Research (SPR), National Highway System (NHS), STP, and Equity Bonus); and
• FTA planning and research funds (49 U.S.C. 5303), urban formula funds (49 U.S.C. 5307), and (in limited circumstances) transit capital investment funds (49 U.S.C. 5309).
The eligible transportation planning-related uses of these funds may include: (a) Conducting feasibility or subarea/corridor needs studies and (b) developing system-wide environmental information/inventories (e.g., wetland banking inventories or standards to identify historically significant sites). Particularly in the case of PL and SPR funds, the proposed expenditure must be closely related to the development of transportation plans and programs under 23 U.S.C. 134-135 and 49 U.S.C. 5303-5306.
For FHWA funding programs, once a general travel corridor or specific project has progressed to a point in the preliminary engineering/NEPA phase that clearly extends beyond transportation planning, additional in-depth environmental studies must be funded through the program category for which the ultimate project qualifies (e.g., NHS, STP, Interstate Maintenance, and/or Bridge), rather than PL or SPR funds.
Another source of funding is FHWA's Transportation Enhancement program, which may be used for activities such as: conducting archeological planning and research; developing inventories such as those for historic bridges and highways, and other surface transportation-related structures; conducting studies to determine the extent of water pollution due to highway runoff; and conducting studies to reduce vehicle-caused wildlife mortality while maintaining habitat connectivity.
The FHWA and the FTA encourage State DOTs, MPOs, and public transportation operators to seek partners for some of these studies from environmental, regulatory, and resource agencies, non-government organizations, and other government and private sector entities with similar data needs, or environmental interests. In some cases, these partners may contribute data and expertise to the studies, as well as funding.
17. What staffing or organizational arrangements may be helpful in allowing planning products to be accepted in the NEPA process?
Certain organizational and staffing arrangements may support a more integrated approach to the planning/NEPA decision-making continuum. In many cases, planning organizations do not have environmental expertise on staff or readily accessible. Likewise, the review and regulatory responsibilities of many environmental, regulatory, and resource agencies make involvement in the transportation planning process a challenge for staff resources. These challenges may be partially met by improved use of the outputs of each agency's planning resources and by augmenting their capabilities through greater use of GIS and remote sensing technologies (see http://www.gis.fhwa.dot.gov/ for additional information on the use of GIS). Sharing databases and the planning products of local land use decision-makers and State and Federal environmental, regulatory, and resource agencies also provide efficiencies in acquiring and sharing the data and information needed for both transportation planning and NEPA work.
Additional opportunities such as shared staff, training across disciplines, and (in some cases) reorganizing to eliminate structural divisions between planning and NEPA practitioners may also need to be considered in order to better integrate NEPA considerations into transportation planning studies. The answers to the following two questions also contain useful information on training and staffing opportunities.
18. How have environmental, regulatory, and resource agency liaisons (Federally and State DOT funded positions) and partnership agreements been used to provide the expertise and interagency participation needed to enhance the consideration of environmental factors in the planning process?
For several years, States have utilized Federal and State transportation funds to support focused and accelerated project review by a variety of local, State, Tribal, and Federal agencies. While Section 1309(e) of the TEA-21 and its successor in SAFETEA-LU section 6002 speak specifically to transportation project streamlining, there are other authorities that have been used to fund positions, such as the Intergovernmental Cooperation Act (31 U.S.C. 6505). In addition, long-term, on-call consultant contracts can provide backfill support for staff that are detailed to other parts of an agency for temporary assignments. At last count (as of 2015), over 200 positions were being funded. Additional information on interagency funding agreements is available at: http://environment.fhwa.dot.gov/strmlng/igdocs/index.htm.
Moreover, every State has advanced a variety of stewardship and streamlining initiatives that necessitate early involvement of environmental, regulatory, and resource agencies in the project development process. Such process improvements have: addressed the exchange of data to support avoidance and impact analysis; established formal and informal consultation and review schedules; advanced mitigation strategies; and resulted in a variety of programmatic reviews. Interagency agreements and work plans have evolved to describe performance objectives, as well as specific roles and responsibilities related to new streamlining initiatives. Some States have improved collaboration and efficiency by co-locating environmental, regulatory, and resource and transportation agency staff.
19. What training opportunities are available to MPOs, State DOTs, public transportation operators and environmental, regulatory, and resource agencies to assist in their understanding of the transportation planning and NEPA processes?
Both the FHWA and the FTA offer a variety of transportation planning, public involvement, and NEPA courses through the National Highway Institute and/or the National Transit Institute. Of particular note is the Linking Planning and NEPA Workshop, which provides a forum and facilitated group discussion among and between State DOT; MPO; Federal, Tribal, and State environmental, regulatory, and resource agencies; and FHWA/FTA representatives (at both the executive and program manager levels) to develop a State-specific action plan that will provide for strengthened linkages between the transportation planning and NEPA processes.
Moreover, the U.S. Fish and Wildlife Service offers Green Infrastructure Workshops that are focused on integrating planning for natural resources (“green infrastructure”) with the development, economic, and other infrastructure needs of society (“gray infrastructure”).
Robust planning and multi-issue environmental screening requires input from a wide variety of disciplines, including information technology; transportation planning; the NEPA process; and regulatory, permitting, and environmental specialty areas (e.g., noise, air quality, and biology). Senior managers at transportation and partner agencies can arrange a variety of individual training programs to support learning curves and skill development that contribute to a strengthened link of the transportation planning and NEPA processes. Formal and informal mentoring on an intra-agency basis can be arranged. Employee exchanges within and between agencies can be periodically scheduled, and persons involved with professional leadership programs can seek temporary assignments with partner agencies.
IV. Additional Information on This Topic
Valuable sources of information are FHWA's environment Web site (http://www.fhwa.dot.gov/environment/index.htm) and FTA's environmental streamlining Web site (http://www.environment.fta.dot.gov). Another source of information and case studies is NCHRP Report 8-38 (Consideration of Environmental Factors in Transportation Systems Planning), which is available at http://www4.trb.org/trb/crp.nsf/All??????38. In addition, AASHTO's Center for Environmental Excellence Web site is continuously updated with news and links to information of interest to transportation and environmental professionals (www.transportation.environment.org).
PART 460 PUBLIC ROAD MILEAGE FOR APPORTIONMENT OF HIGHWAY SAFETY FUNDS
Authority: 23 U.S.C. 315, 402(c); 49 CFR 1.48.
Source: 40 FR 44322, Sept. 26, 1975, unless otherwise noted.
§ 460.1 Purpose.
The purpose of this part is to prescribe the policies and procedures followed in identifying and reporting public road mileage for utilization in the statutory formula for the apportionment of highway safety funds under 23 U.S.C. 402(c).
§ 460.2 Definitions.
As used in this part:
(a) Public road means any road under the jurisdiction of and maintained by a public authority and open to public travel.
(b) Public authority means a Federal, State, county, town, or township, Indian tribe, municipal or other local government or instrumentality thereof, with authority to finance, build, operate or maintain toll or toll-free highway facilities.
(c) Open to public travel means that the road section is available, except during scheduled periods, extreme weather or emergency conditions, passable by four-wheel standard passenger cars, and open to the general public for use without restrictive gates, prohibitive signs, or regulation other than restrictions based on size, weight, or class of registration. Toll plazas of public toll roads are not considered restrictive gates.
(d) Maintenance means the preservation of the entire highway, including surfaces, shoulders, roadsides, structures, and such traffic control devices as are necessary for its safe and efficient utilization.
(e) State means any one of the 50 States, the District of Columbia, Puerto Rico, the Virgin Islands, Guam, American Samoa, and the Commonwealth of the Northern Mariana Islands. For the purpose of the application of 23 U.S.C. 402 on Indian reservations, State and Governor of a State include the Secretary of the Interior.
[40 FR 44322, Sept. 26, 1975, as amended at 76 FR 12849, Mar. 9, 2011]
§ 460.3 Procedures.
(a) General requirements. 23 U.S.C. 402(c) provides that funds authorized to carry out section 402 shall be apportioned according to a formula based on population and public road mileage of each State. Public road mileage shall be determined as of the end of the calendar year preceding the year in which the funds are apportioned and shall be certified to by the Governor of the State or his designee and subject to the approval of the Federal Highway Administrator.
(b) State public road mileage. Each State must annually submit a certification of public road mileage within the State to the Federal Highway Administration Division Administrator by the date specified by the Division Administrator. Public road mileage on Indian reservations within the State shall be identified and included in the State mileage and in computing the State's apportionment.
(c) Indian reservation public road mileage. The Secretary of the Interior or his designee will submit a certification of public road mileage within Indian reservations to the Federal Highway Administrator by June 1 of each year.
(d) Action by the Federal Highway Administrator. (1) The certification of Indian reservation public road mileage, and the State certifications of public road mileage together with comments thereon, will be reviewed by the Federal Highway Administrator. He will make a final determination of the public road mileage to be used as the basis for apportionment of funds under 23 U.S.C. 402(c). In any instance in which the Administrator's final determination differs from the public road mileage certified by a State or the Secretary of the Interior, the Administrator will advise the State or the Secretary of the Interior of his final determination and the reasons therefor.
(2) If a State fails to submit a certification of public road mileage as required by this part, the Federal Highway Administrator may make a determination of the State's public road mileage for the purpose of apportioning funds under 23 U.S.C. 402(c). The State's public road mileage determined by the Administrator under this subparagraph may not exceed 90 percent of the State's public road mileage utilized in determining the most recent apportionment of funds under 23 U.S.C. 402(c).
PART 470 HIGHWAY SYSTEMS
Authority: 23 U.S.C. 103(b)(2), 103(c), 134, 135, and 315; and 49 CFR 1.85.
Source: 40 FR 42344, Sept. 12, 1975, unless otherwise noted. Redesignated at 41 FR 51396, Nov. 22, 1976.
Subpart A Federal-aid Highway Systems
Source: 62 FR 33355, June 19, 1997, unless otherwise noted.
§ 470.101 Purpose.
This part sets forth policies and procedures relating to the identification of Federal-aid highways, the functional classification of roads and streets, the designation of urban area boundaries, and the designation of routes on the Federal-aid highway systems.
§ 470.103 Definitions.
Except as otherwise provided in this part, terms defined in 23 U.S.C. 101(a) are used in this part as so defined.
Consultation means that one party confers with another identified party and, prior to taking action(s), considers that party's views.
Cooperation means that the parties involved in carrying out the planning, programming and management systems processes work together to achieve a common goal or objective.
Coordination means the comparison of the transportation plans, programs, and schedules of one agency with related plans, programs, and schedules of other agencies or entities with legal standing, and adjustment of plans, programs, and schedules to achieve general consistency.
Federal-aid highway systems means the National Highway System and the Dwight D. Eisenhower National System of Interstate and Defense Highways (the “Interstate System”).
Federal-aid highways means highways on the Federal-aid highway systems and all other public roads not classified as local roads or rural minor collectors.
Governor means the chief executive of the State and includes the Mayor of the District of Columbia.
Metropolitan planning organization (MPO) means the forum for cooperative transportation decisionmaking for the metropolitan planning area in which the metropolitan transportation planning process required by 23 U.S.C. 134 and 49 U.S.C. 5303-5305 must be carried out.
Responsible local officials means—
(1) In urbanized areas, principal elected officials of general purpose local governments acting through the Metropolitan Planning Organization designated by the Governor, or
(2) In rural areas and urban areas not within any urbanized area, principal elected officials of general purpose local governments.
State means any one of the fifty States, the District of Columbia, Puerto Rico, or, for purposes of functional classification of highways, the Virgin Islands, American Samoa, Guam, or the Commonwealth of the Northern Marianas.
§ 470.105 Urban area boundaries and highway functional classification.
(a) Urban area boundaries. Routes on the Federal-aid highway systems may be designated in both rural and urban areas. Guidance for determining the boundaries of urbanized and nonurbanized urban areas is provided in the FHWA's Functional Classification Guidelines. 1
1 The Functional Classification Guidelines can be viewed at http://www.fhwa.dot.gov/planning/fctoc.htm.
(b) Highway functional classification. (1) The State transportation agency shall have the primary responsibility for developing and updating a statewide highway functional classification in rural and urban areas to determine functional usage of the existing roads and streets. Guidance criteria and procedures are provided in the FHWA's Functional Classification Guidelines. The State shall cooperate with responsible local officials, or appropriate Federal agency in the case of areas under Federal jurisdiction, in developing and updating the functional classification.
(2) The results of the functional classification shall be mapped and submitted to the Federal Highway Administration (FHWA) for approval and when approved shall serve as the official record for Federal-aid highways and the basis for designation of the National Highway System.
[62 FR 33355, June 19, 1997, as amended at 76 FR 6691, Feb. 8, 2011]
§ 470.107 Federal-aid highway systems.
(a) Interstate System. (1) The Dwight D. Eisenhower National System of Interstate and Defense Highways (Interstate System) shall consist of routes of highest importance to the Nation, built to the uniform geometric and construction standards of 23 U.S.C. 109(h), which connect, as directly as practicable, the principal metropolitan areas, cities, and industrial centers, including important routes into, through, and around urban areas, serve the national defense and, to the greatest extent possible, connect at suitable border points with routes of continental importance in Canada and Mexico.
(2) The portion of the Interstate System designated under 23 U.S.C. 103(c)(1)(D)(2) shall not exceed 69,230 kilometers (43,000 miles). Additional Interstate System segments are permitted under the provisions of 23 U.S.C. 103(c)(4) and section 1105(e)(5)(A) of the Intermodal Surface Transportation Efficiency Act of 1991 (ISTEA), Pub. L. 102-240, 105 Stat. 1914, as amended.
(b) National Highway System. (1) The National Highway System shall consist of interconnected urban and rural principal arterials and highways (including toll facilities) which serve major population centers, international border crossings, ports, airports, public transportation facilities, other intermodal transportation facilities and other major travel destinations; meet national defense requirements; and serve interstate and interregional travel. All routes on the Interstate System are a part of the National Highway System.
(2) The National Highway System shall not exceed 286,983 kilometers (178,250 miles).
(3) The National Highway System shall include the Strategic Highway Corridor Network (STRAHNET) and its highway connectors to major military installations, as designated by the Administrator in consultation with appropriate Federal agencies and the States. The STRAHNET includes highways which are important to the United States strategic defense policy and which provide defense access, continuity, and emergency capabilities for the movement of personnel, materials, and equipment in both peace time and war time.
(4) The National Highway System shall include all high priority corridors identified in section 1105(c) of the ISTEA.
[62 FR 33355, June 19, 1997, as amended at 76 FR 6691, Feb. 8, 2011]
§ 470.109 System procedures—General.
(a) The State transportation agency, in consultation with responsible local officials, shall have the responsibility for proposing to the Federal Highway Administration all official actions regarding the designation, or revision, of the Federal-aid highway systems.
(b) The routes of the Federal-aid highway systems shall be proposed by coordinated action of the State transportation agencies where the routes involve State-line connections.
(c) The designation of routes on the Federal-aid highway systems shall be in accordance with the planning process required, pursuant to the provisions at 23 U.S.C. 135, and, in urbanized areas, the provisions at 23 U.S.C. 134(a). The State shall cooperate with local and regional officials. In urbanized areas, the local officials shall act through the metropolitan planning organizations designated for such areas under 23 U.S.C. 134.
(d) In areas under Federal jurisdiction, the designation of routes on the Federal-aid highway systems shall be coordinated with the appropriate Federal agency.
§ 470.111 Interstate System procedures.
(a) Proposals for system actions on the Interstate System shall include a route description and a statement of justification. Proposals shall also include statements regarding coordination with adjoining States on State-line connections, with responsible local officials, and with officials of areas under Federal jurisdiction.
(b) Proposals for Interstate or future Interstate designation under 23 U.S.C. 103(c)(4)(A) or (B), as logical additions or connections, shall consider the criteria contained in appendix A of this subpart. For designation as a part of the Interstate system, 23 U.S.C. 103(c)(4)(A) requires that a highway meet all the standards of a highway on the Interstate System, be a logical addition or connection to the Interstate System, and have the affirmative recommendation of the State or States involved. For designation as a future part of the Interstate System, 23 U.S.C. 103(c)(4)(B) requires that a highway be a logical addition or connection to the Interstate System, have the affirmative recommendation of the State or States involved, and have the written agreement of the State or States involved that such highway will be constructed to meet all the standards of a highway on the Interstate System within twenty-five years of the date of the agreement between the FHWA Administrator and the State or States involved. Such highways must also be on the National Highway System.
(c) Routes proposed for Interstate designation under section 332(a)(2) of the NHS Designation Act of 1995 (NHS Act) shall be constructed to Interstate standards and connect to the Interstate System. Proposals shall consider the criteria contained in appendix B of this subpart.
(d) Proposals for Interstate route numbering shall be submitted by the State transportation agency to the Route Numbering Committee of the American Association of State Highway and Transportation Officials.
(e) Signing of corridors federally designated as future Interstate routes can follow the criteria contained in appendix C of this subpart. No law, rule, regulation, map, document, or other record of the United States, or of any State or political subdivision thereof, shall refer to any highway under 23 U.S.C. 103(c), nor shall any such highway be signed or marked, as a highway on the Interstate System until such time as such highway is constructed to the geometric and construction standards for the Interstate System and has been designated as a part of the Interstate System.
[62 FR 33355, June 19, 1997, as amended at 76 FR 6691, Feb. 8, 2011]
§ 470.113 National Highway System procedures.
(a) Proposals for system actions on the National Highway System shall include a route description, a statement of justification, and statements of coordination with adjoining States on State-line connections, with responsible local officials, and with officials of areas under Federal jurisdiction.
(b) Proposed modifications to the National Highway System shall enhance the national transportation characteristics of the National Highway System and shall follow the criteria listed in § 470.107. Proposals shall also consider the criteria contained in appendix D of this subpart.
§ 470.115 Approval authority.
(a) The Federal Highway Administrator will approve Federal-aid highway system actions involving the designation, or revision, of routes on the Interstate System, including route numbers, future Interstate routes, and routes on the National Highway System.
(b) The Federal Highway Administrator will approve functional classification actions.
Appendix A to Subpart A of Part 470 Guidance Criteria for Evaluating Requests for Interstate System Designations under 23 U.S.C. 103(c)(4)(A) and (B)
Section 103(c)(4)(A) and (B), of title 23, U.S.C., permits States to request the designation of National Highway System routes as parts or future parts of the Interstate System. The FHWA Administrator may approve such a request if the route is a logical addition or connection to the Interstate System and has been, or will be, constructed to meet Interstate standards. The following are the general criteria to be used to evaluate 23 U.S.C. 103(c) requests for Interstate System designations.
1. The proposed route should be of sufficient length to serve long-distance Interstate travel, such as connecting routes between principal metropolitan cities or industrial centers important to national defense and economic development.
2. The proposed route should not duplicate other Interstate routes. It should serve Interstate traffic movement not provided by another Interstate route.
3. The proposed route should directly serve major highway traffic generators. The term “major highway traffic generator” means either an urbanized area with a population over 100,000 or a similar major concentrated land use activity that produces and attracts long-distance Interstate and statewide travel of persons and goods. Typical examples of similar major concentrated land use activities would include a principal industrial complex, government center, military installation, or transportation terminal.
4. The proposed route should connect to the Interstate System at each end, with the exception of Interstate routes that connect with continental routes at an international border, or terminate in a “major highway traffic generator” that is not served by another Interstate route. In the latter case, the terminus of the Interstate route should connect to routes of the National Highway System that will adequately handle the traffic. The proposed route also must be functionally classified as a principal arterial and be a part of the National Highway System system.
5. The proposed route must meet all the current geometric and safety standards criteria as set forth in 23 CFR part 625 for highways on the Interstate System, or a formal agreement to construct the route to such standards within 25 years must be executed between the State(s) and the Federal Highway Administration. Any proposed exceptions to the standards shall be approved at the time of designation.
6. A route being proposed for designation under 23 U.S.C. 103(c)(4)(B) must have an approved final environmental document (including, if required, a 49 U.S.C. 303(c) [Section 4(f)] approval) covering the route and project action must be ready to proceed with design at the time of designation. Routes constructed to Interstate standards are not necessarily logical additions to the Interstate System unless they clearly meet all of the above criteria.
[40 FR 42344, Sept. 12, 1975. Redesignated at 41 FR 51396, Nov. 22, 1976, as amended at 76 FR 6692, Feb. 8, 2011]
Appendix B to Subpart A of Part 470 Designation of Segments of Section 332(a)(2) Corridors as Parts of the Interstate System
The following guidance is comparable to current procedures for Interstate System designation requests under 23 U.S.C. 103(c)(4)(A). All Interstate System additions must be approved by the Federal Highway Administrator. The provisions of section 332(a)(2) of the NHS Act have also been incorporated into the ISTEA as section 1105(e)(5)(A).
1. The request must be submitted through the appropriate FHWA Division Office to the Associate Administrator for Program Development (HEP-10). Comments and recommendations by the division and regional offices are requested.
2. The State DOT secretary (or equivalent) must request that the route segment be added to the Interstate System. The exact location and termini must be specified. If the route segment involves more than one State, each affected State must submit a separate request.
3. The request must provide information to support findings that the segment (a) is built to Interstate design standards and (b) connects to the existing Interstate System. The segment should be of sufficient length to provide substantial service to the travelling public.
4. The request must also identify and justify any design exceptions for which approval is requested.
5. Proposed Interstate route numbering for the segment must be submitted to FHWA and the American Association of State Highway and Transportation Officials Route Numbering.
[40 FR 42344, Sept. 12, 1975. Redesignated at 41 FR 51396, Nov. 22, 1976, as amended at 76 FR 6692, Feb. 8, 2011]
Appendix C to Subpart A of Part 470 Policy for the Signing and Numbering of Future Interstate Corridors Designated by Section 332 of the NHS Designation Act of 1995 or Designated Under 23 U.S.C. 103(c)(4)(B)
Policy
State transportation agencies are permitted to erect informational signs along a federally designated future Interstate corridor only after the specific route location has been established for the route to be constructed to Interstate design standards.
Conditions
1. The corridor must have been designated a future part of the Interstate System under section 332(a)(2) of the NHS Designation Act of 1995 or 23 U.S.C. 103(c)(4)(B).
2. The specific route location to appropriate termini must have received Federal Highway (FHWA) environmental clearance. Where FHWA environmental clearance is not required or Interstate standards have been met, the route location must have been publicly announced by the State.
3. Numbering of future Interstate route segments must be coordinated with affected States and be approved by the American Association of State Highway and Transportation Officials and the FHWA at Headquarters. Short portions of a multistate corridor may require use of an interim 3-digit number.
4. The State shall coordinate the location and content of signing near the State line with the adjacent State.
5. Signing and other identification of a future Interstate route segment must comply with the provisions of the Manual on Uniform Traffic Control Devices for Streets and Highways.
6. The FHWA Division Office must confirm in advance that the above conditions have been met and approve the general locations of signs.
[40 FR 42344, Sept. 12, 1975. Redesignated at 41 FR 51396, Nov. 22, 1976, as amended at 76 FR 6692, Feb. 8, 2011; 88 FR 87695, Dec. 19, 2023]
Appendix D to Subpart A of Part 470 Guidance Criteria for Evaluating Requests for Modifications to the National Highway System
Section 103(b), of title 23, U.S.C., allows the States to propose modifications to the National Highway System (NHS) and authorizes the Secretary to approve such modifications provided that they meet the criteria established for the NHS and enhance the characteristics of the NHS. In proposing modifications under 23 U.S.C. 103(b), the States must cooperate with local and regional officials. In urbanized areas, the local officials must act through the metropolitan planning organization (MPO) designated for such areas under 23 U.S.C. 134. The following guidance criteria should be used by the States to develop proposed modifications to the NHS.
1. Proposed additions to the NHS should be included in either an adopted State or metropolitan transportation plan or program.
2. Proposed additions should connect at each end with other routes on the NHS or serve a major traffic generator.
3. Proposals should be developed in consultation with local and regional officials.
4. Proposals to add routes to the NHS should include information on the type of traffic served (i.e., percent of trucks, average trip length, local, commuter, interregional, interstate) by the route, the population centers or major traffic generators served by the route, and how this service compares with existing NHS routes.
5. Proposals should include information on existing and anticipated needs and any planned improvements to the route.
6. Proposals should include information concerning the possible effects of adding or deleting a route to or from the NHS might have on other existing NHS routes that are in close proximity.
7. Proposals to add routes to the NHS should include an assessment of whether modifications (adjustments or deletions) to existing NHS routes, which provide similar service, may be appropriate.
8. Proposed modifications that might affect adjoining States should be developed in cooperation with those States.
9. Proposed modifications consisting of connections to major intermodal facilities should be developed using the criteria set forth below. These criteria were used for identifying initial NHS connections to major intermodal terminals. The primary criteria are based on annual passenger volumes, annual freight volumes, or daily vehicular traffic on one or more principal routes that serve the intermodal facility. The secondary criteria include factors which underscore the importance of an intermodal facility within a specific State.
Primary Criteria
Commercial Aviation Airports
1. Passengers—scheduled commercial service with more than 250,000 annual enplanements.
2. Cargo—100 trucks per day in each direction on the principal connecting route, or 100,000 tons per year arriving or departing by highway mode.
Ports
1. Terminals that handle more than 50,000 TEUs (a volumetric measure of containerized cargo which stands for twenty-foot equivalent units) per year, or other units measured that would convert to more than 100 trucks per day in each direction. (Trucks are defined as large single-unit trucks or combination vehicles handling freight.)
2. Bulk commodity terminals that handle more than 500,000 tons per year by highway or 100 trucks per day in each direction on the principal connecting route. (If no individual terminal handles this amount of freight, but a cluster of terminals in close proximity to each other does, then the cluster of terminals could be considered in meeting the criteria. In such cases, the connecting route might terminate at a point where the traffic to several terminals begins to separate.)
3. Passengers—terminals that handle more than 250,000 passengers per year or 1,000 passengers per day for at least 90 days during the year.
Truck/Rail
1. 50,000 TEUs per year, or 100 trucks per day, in each direction on the principal connecting route, or other units measured that would convert to more than 100 trucks per day in each direction. (Trucks are defined as large single-unit trucks or combination vehicles carrying freight.)
Pipelines
1. 100 trucks per day in each direction on the principal connecting route.
Amtrak
1. 100,000 passengers per year (entrainments and detrainments). Joint Amtrak, intercity bus and public transit terminals should be considered based on the combined passenger volumes. Likewise, two or more separate facilities in close proximity should be considered based on combined passenger volumes.
Intercity Bus
1. 100,000 passengers per year (boardings and deboardings).
Public Transit
1. Stations with park and ride lots with more than 500 vehicle parking spaces, or 5,000 daily bus or rail passengers, with significant highway access (i.e., a high percentage of the passengers arrive by cars and buses using a route that connects to another NHS route), or a major hub terminal that provides for the transfer of passengers among several bus routes. (These hubs should have a significant number of buses using a principal route connecting with the NHS.)
Ferries
1. Interstate/international—1,000 passengers per day for at least 90 days during the year. (A ferry which connects two terminals within the same metropolitan area should be considered as local, not interstate.)
2. Local—see public transit criteria above.
Secondary Criteria
Any of the following criteria could be used to justify an NHS connection to an intermodal terminal where there is a significant highway interface:
1. Intermodal terminals that handle more than 20 percent of passenger or freight volumes by mode within a State;
2. Intermodal terminals identified either in the Intermodal Management System or the State and metropolitan transportation plans as a major facility;
3. Significant investment in, or expansion of, an intermodal terminal; or
4. Connecting routes targeted by the State, MPO, or others for investment to address an existing, or anticipated, deficiency as a result of increased traffic.
Proximate Connections
Intermodal terminals, identified under the secondary criteria noted above, may not have sufficient highway traffic volumes to justify an NHS connection to the terminal. States and MPOs should fully consider whether a direct connection should be identified for such terminals, or whether being in the proximity (2 to 3 miles) of an NHS route is sufficient.
B Subparts B-C [Reserved]
PART 490 NATIONAL PERFORMANCE MANAGEMENT MEASURES
Authority: 23 U.S.C. 134, 135, 148(i) and 150; 49 CFR 1.85.
Source: 81 FR 13913, Mar. 15, 2016, unless otherwise noted.
Subpart A General Information
Source: 82 FR 6031, Jan. 18, 2017, unless otherwise noted.
§ 490.101 Definitions.
Unless otherwise specified, the following definitions apply to this part:
American Community Survey (ACS) is a national level ongoing survey from the U.S. Census Bureau that includes data on jobs, occupations, educational attainment, transportations patterns, and other topics of the Nation's population.
Attainment area as used in this part is defined in § 450.104 of this chapter, Transportation Planning and Programming Definitions.
Bridge as used in this part is defined in § 650.305 of this chapter, the National Bridge Inspection Standards.
Criteria pollutant is any pollutant for which there is established a NAAQS at 40 CFR part 50. The transportation related criteria pollutants per 40 CFR 93.102(b)(1) are carbon monoxide, nitrogen dioxide, ozone, and particulate matter (PM10 and PM2.5).
Full extent means continuous collection and evaluation of pavement condition data over the entire length of the roadway.
Highway Performance Monitoring System (HPMS) is a national level highway information system that includes data on the extent, condition, performance, use, and operating characteristics of the Nation's highways.
Mainline highways means the through travel lanes of any highway. Mainline highways specifically exclude ramps, shoulders, turn lanes, crossovers, rest areas, and other pavement surfaces that are not part of the roadway normally traveled by through traffic.
Maintenance area as used in this part is defined in § 450.104 of this chapter, Transportation Planning and Programming Definitions. For the purposes of this part, areas that have reached the end of their 20-year maintenance period 1 are not considered as maintenance areas.
1 The maintenance period in CAA Section 175A (42 U.S.C. 7505a) requires the submittal of two maintenance plans totaling 20 years, unless the applicable implementation plan specifics a longer maintenance period. The end of the maintenance period is 20-years from the effective date of the re-designation to attainment and approval of the first 10-year maintenance plan.
Measure means an expression based on a metric that is used to establish targets and to assess progress toward achieving the established targets (e.g., a measure for flight on-time performance is percent of flights that arrive on time, and a corresponding metric is an arithmetic difference between scheduled and actual arrival time for each flight).
Metric means a quantifiable indicator of performance or condition.
Metropolitan Planning Organization (MPO) as used in this part is defined in § 450.104 of this chapter, Transportation Planning and Programming Definitions.
Metropolitan Planning Area as used in this part is defined in § 450.104 of this chapter, Transportation Planning and Programming Definitions.
National Ambient Air Quality Standards (NAAQS) as used in this part is defined in § 450.104 of this chapter, Transportation Planning and Programming Definitions.
National Bridge Inventory (NBI) is an FHWA database containing bridge information and inspection data for all highway bridges on public roads, on and off Federal-aid highways, including tribally owned and federally owned bridges, that are subject to the National Bridge Inspection Standards (NBIS).
National Performance Management Research Data Set (NPMRDS) means a data set derived from vehicle/passenger probe data (sourced from Global Positioning Station (GPS), navigation units, cell phones) that includes average travel times representative of all traffic on each mainline highway segment of the National Highway System (NHS), and additional travel times representative of freight trucks for those segments that are on the Interstate System. The data set includes records that contain average travel times for every 15 minutes of every day (24 hours) of the year recorded and calculated for every travel time segment where probe data are available. The NPMRDS does not include any imputed travel time data.
Nonattainment area as used in this part is defined in § 450.104 of this chapter, Transportation Planning and Programming Definitions.
Non-SOV travel is defined as any travel mode other than driving alone in a motorized vehicle (i.e., single occupancy vehicle or SOV travel), including travel avoided by telecommuting.
Non-urbanized area means a single geographic area that comprises all of the areas in the State that are not “urbanized areas” under 23 U.S.C. 101(a)(34).
Performance period means a determined time period during which condition/performance is measured and evaluated to: Assess condition/performance with respect to baseline condition/performance; and track progress toward the achievement of the targets that represent the intended condition/performance level at the midpoint and at the end of that time period. The term “performance period” applies to all measures in this part, except the measures for the Highway Safety Improvement Program (HSIP) in subpart B of this part. Each performance period covers a 4-year duration beginning on a specified date (provided in § 490.105).
Reporting segment means the length of roadway that the State Department of Transportation (DOT) and MPOs define for metric calculation and reporting and is comprised of one or more travel time segments.
Target means a quantifiable level of performance or condition, expressed as a value for the measure, to be achieved within a time period required by the Federal Highway Administration (FHWA).
Transportation Management Area (TMA) as used in this part is defined in § 450.104 of this chapter, Transportation Planning and Programming Definitions.
Travel time data set means either the NPMRDS or an equivalent data set that is used by State DOTs and MPOs as approved by FHWA, to carry out the requirements in subparts E, F, and G of this part.
Travel time reliability means the consistency or dependability of travel times from day to day or across different times of the day.
Travel time segment means a contiguous stretch of the NHS for which average travel time data are summarized in the travel time data set.
Truck freight bottleneck, as used in this part, is defined as a segment of roadway identified by the State DOT as having constraints that cause a significant impact on freight mobility and reliability. Bottlenecks may include highway sections that do not meet thresholds for freight reliability identified in § 490.613 or other locations identified by the State DOT. Causes may include recurring congestion, causing delays in freight movement, or roadway features that impact truck movements, such as steep grades, substandard vertical or horizontal clearances, weight restrictions, delays at border crossings or terminals, or truck operating restrictions.
[81 FR 13913, Mar. 15, 2016, as amended at 88 FR 85390, Dec. 7, 2023; 90 FR 16466, Apr. 18, 2025]
§ 490.103 Data requirements.
(a) In general. Unless otherwise noted in paragraphs (b) through (g) of this section, the data requirements in this section apply to the measures identified in subparts C through H of this part. Additional data requirements for specific performance management measures are identified in 23 CFR sections—
(1) 490.309 for the condition of pavements on the Interstate System;
(2) 490.309 for the condition of pavements on the non-Interstate NHS;
(3) 490.409 for the condition of bridges on the NHS;
(4) 490.509 for the performance of the Interstate System;
(5) 490.509 for the performance of the non-Interstate NHS;
(6) 490.609 for the freight movement on the Interstate System;
(7) 490.709 for traffic congestion; and
(8) 490.809 for on-road mobile source emissions.
(b) Urbanized area data. The State DOTs shall submit urbanized area data, including boundaries of urbanized areas, in accordance with the HPMS Field Manual for the purpose of the additional targets for urbanized and non-urbanized areas in § 490.105(e) and establishing and reporting on targets for the CMAQ Traffic Congestion measures in § 490.707. The boundaries of urbanized areas shall be identified based on the most recent U.S. Decennial Census, unless FHWA approves adjustments to the urbanized area as provided by 23 U.S.C. 101(a)(34) and these adjustments are submitted to HPMS.
(c) Nonattainment and maintenance areas data. The State DOTs shall use the nonattainment and maintenance areas boundaries based on the effective date of U.S. Environmental Protection Agency (EPA) designations in 40 CFR part 81.
(d) National Highway System data. The State DOTs shall document and submit the extent of the NHS in accordance with the HPMS Field Manual.
(e) Travel time data set. Travel time data needed to calculate the measures in subparts E, F, and G of this part will come from the NPMRDS, unless the State DOT requests, and FHWA approves, the use of an equivalent data source(s) that meets the requirements of this section. The State DOT shall establish, in coordination with applicable MPOs, a single travel time data set (i.e., NPMRDS or equivalent data set) that will be used to calculate the annual metrics in subparts E, F, and G of this part. The same data source shall be used for each calendar year. A State DOT and MPO(s) must use the same travel time data set for each reporting segment for the purposes of calculating the metrics and measures. The use of equivalent data source(s) shall comply with the following:
(1) State DOTs and MPOs shall use the same equivalent data source(s) for a calendar year;
(2) The State DOT shall request FHWA approval for the use of such equivalent data source(s) no later than October 1st before the beginning of the calendar year in which the data source would be used to calculate metrics and FHWA must approve the use of that data source prior to a State DOT and MPO(s)'s implementation and use of that data source;
(3) The State DOT shall make the equivalent data source(s) available to FHWA, on request;
(4) The State DOT shall maintain and use a documented data quality plan to routinely check the quality and accuracy of data contained within the equivalent data source(s); and
(5) If approved by FHWA, the equivalent data source(s) shall:
(i) Be used by both the State DOT and all MPOs within the State for all applicable travel time segments and be referenced by HPMS location referencing standards; and
(ii) In combination with or in place of NPMRDS data, include:
(A) Contiguous segments that cover the mainline highways full NHS, as defined in 23 U.S.C. 103, within the State and MPO boundary; and
(B) Average travel times for at least the same number of 15 minute intervals and the same locations that would be available in the NPMRDS;
(iii) Be populated with observed measured vehicle travel times and shall not be populated with travel times derived from imputed (historic travel times or other estimates) methods. Segment travel times may be derived from travel times reported over a longer time period of measurement (path processing or equivalent);
(iv) Include, for each segment at 15 minute intervals throughout the time periods specified in paragraphs (e)(5)(iv)(A) and (B) of this section for each day of the year, the average travel time, recorded to the nearest second, representative of at least one of the following:
(A) All traffic on each segment of the NHS (24 hours on Interstate; 6 a.m. to 8 p.m. for non-Interstate NHS); or
(B) Freight vehicle traffic on each segment of the Interstate System (24 hours);
(v) Include, for each segment, a recording of the time and date of each 15 minute travel time record;
(vi) Include the location (route, functional class, direction, State), length and begin and end points of each segment; and
(vii) Be available within 60 days of measurement.
(f) Reporting segments. State DOTs, in coordination with MPOs, shall define a single set of reporting segments of the Interstate System and non-Interstate NHS for the purpose of calculating the travel time-based measures specified in §§ 490.507, 490.607, and 490.707 in accordance with the following:
(1) Reporting segments shall be comprised of one or more contiguous Travel Time Segments of same travel direction. State DOTs have the option to accept the Travel Time Segments in the NPMRDS as the reporting segments;
(2) Reporting segments shall not exceed 1 mile in length in urbanized areas unless an individual Travel Time Segment is longer and 10 miles in length in non-urbanized areas unless an individual Travel Time Segment is longer;
(3) All reporting segments collectively shall be contiguous and cover the full extent of the directional mainline highways of the Interstate System and non-Interstate NHS required for reporting the measure; and
(4) The State DOT and applicable MPOs shall document, in manner that mutually agreed upon by all relevant parties, the coordination and agreement on the travel time data set and the defined reporting segments.
(g) Posted speed limit. State DOTs are encouraged to report the posted speed limits for the full extent of the NHS in their State via HPMS (HPMS Data Item “Speed__Limit”).
§ 490.105 Establishment of performance targets.
(a) In general. State DOTs shall establish performance targets for all measures specified in paragraph (c) of this section for the respective target scope identified in paragraph (d) of this section with the requirements specified in paragraph (e) of this section. The MPOs shall establish performance targets for all measures specified in paragraph (c) of this section for respective target scope identified in paragraph (d) of this section with the requirements specified in paragraph (f) of this section.
(b) Highway Safety Improvement Program measures. State DOTs and MPOs shall establish performance targets for the Highway Safety Improvement Program (HSIP) measures in accordance with § 490.209.
(c) Applicable measures. State DOTs and MPOs that include, within their respective geographic boundaries, any portion of the applicable transportation network or area shall establish performance targets for the performance measures identified in 23 CFR sections—
(1) 490.307(a)(1) and (2) for the condition of pavements on the Interstate System;
(2) 490.307(a)(3) and (4) for the condition of pavements on the NHS (excluding the Interstate);
(3) 490.407(c)(1) and (2) for the condition of bridges on the NHS;
(4) 490.507(a)(1) and (2) for the NHS Travel Time Reliability;
(5) [Reserved]
(6) 490.607 for the freight movement on the Interstate System;
(7) 490.707(a) and (b) for traffic congestion; and
(8) 490.807 for on-road mobile source emissions.
(d) Target scope. Targets established by State DOTs and MPOs shall, regardless of ownership, represent the transportation network or geographic area, including bridges that cross State borders, that are applicable to the measures as specified in paragraphs (d)(1), (2), of this section.
(1) State DOTs and MPOs shall establish statewide and metropolitan planning area wide targets, respectively, that represent the condition/performance of the transportation network or geographic area that are applicable to the measures, as specified in 23 CFR sections—
(i) 490.303 for the condition of pavements on the Interstate System measures specified in § 490.307(a)(1) and (2);
(ii) 490.303 for the condition of pavements on the NHS (excluding the Interstate) measures specified in § 490.307(a)(3) and (4);
(iii) 490.403 for the condition of bridges on the NHS measures specified in § 490.407(c)(1) and (2);
(iv) 490.503(a)(1) for the Travel Time Reliability measures specified in § 490.507(a)(1) and (2);
(v) [Reserved]
(vi) 490.603 for the Freight Reliability measure specified in § 490.607; and
(vii) 490.803 for the Total Emissions Reduction measure identified in § 490.807.
(2) State DOTs and MPOs shall establish a single urbanized area target that represents the performance of the transportation network in each applicable area for the CMAQ Traffic Congestion measures, as specified in § 490.703.
(3) For the purpose of target establishment in this section and reporting targets and progress evaluation in § 490.107, State DOTs shall describe the urbanized area boundaries within the State boundary in the Baseline Performance Period Report required by § 490.107(b)(1).
(4) [Reserved]
(e) Establishment. State DOTs shall establish targets for each of the performance measures identified in paragraph (c) of this section for respective target scope identified in paragraph (d) of this section as follows:
(1) Schedule. State DOTs shall establish targets not later than the dates provided in paragraphs (e)(1)(i) and (e)(1)(ii) of this section, and for each performance period thereafter, in a manner that allows for the time needed to meet the requirements specified in this section and so that the final targets are submitted to FHWA by the due date provided in § 490.107(b).
(i)-(ii) [Reserved]
(2) Coordination. State DOTs shall coordinate with relevant MPOs on the selection of targets in accordance with 23 U.S.C. 135(d)(2)(B)(i)(II) to ensure consistency, to the maximum extent practicable.
(3) Additional targets for urbanized and non-urbanized areas. In addition to statewide targets, described in paragraph (d)(1) of this section, State DOTs may, as appropriate, for each statewide target establish additional targets for portions of the State.
(i) State DOTs shall describe in the Baseline Performance Period Report required by § 490.107(b)(1) the boundaries used to establish each additional target.
(ii) State DOTs may select any number and combination of urbanized area boundaries and may also select a non-urbanized area boundary for the establishment of additional targets.
(iii) The boundaries used by the State DOT for additional targets shall be contained within the geographic boundary of the State.
(iv) State DOTs shall evaluate separately the progress of each additional target and report that progress as required under § 490.107(b)(2)(ii)(B) and (b)(3)(ii)(B).
(v) Additional targets for urbanized areas and the non-urbanized area are not applicable to the CMAQ Traffic Congestion measures and the Total Emissions Reduction measure in paragraphs (c)(7) and (8) of this section, respectively.
(4) Time horizon for targets. State DOTs shall establish targets for a performance period as follows:
(i) The performance period will begin on:
(A) January 1st of the year in which the Baseline Performance Period Report is due to FHWA and will extend for a duration of 4 years for the measures in paragraphs (c)(1) through (7) of this section; and
(B) October 1st of the year prior to which the Baseline Performance Report is due to FHWA and will extend for a duration of 4 years for the measure in paragraph (c)(8) of this section.
(C) [Reserved]
(ii) The midpoint of a performance period will occur 2 years after the beginning of a performance period described in paragraph (e)(4)(i) of this section.
(iii) Except as provided in paragraph (e)(8)(v) of this section, State DOTs shall establish 2-year targets that reflect the anticipated condition/performance level at the midpoint of each performance period for the measures in paragraphs (c)(1) through (7) of this section, and the anticipated cumulative emissions reduction to be reported for the first 2 years of a performance period by applicable criteria pollutant and precursor for the measure in paragraph (c)(8) of this section.
(iv) State DOTs shall establish 4-year targets that reflect the anticipated condition/performance level at the end of each performance period for the measures in paragraphs (c)(1) through (7) of this section, and the anticipated cumulative emissions reduction to be reported for the entire performance period by applicable criteria pollutant and precursor for the measure in paragraph (c)(8) of this section.
(5) Reporting. State DOTs shall report 2-year targets, 4-year targets, the basis for each established target, progress made toward the achievement of targets, and other requirements to FHWA in accordance with § 490.107. State DOTs shall provide relevant MPO(s) targets to FHWA, upon request, each time the relevant MPOs establish or adjust MPO targets, as described in paragraph (f) of this section.
(6) Target adjustment. State DOTs may adjust an established 4-year target in the Mid Performance Period Progress Report, as described in § 490.107(b)(2). State DOTs shall coordinate with relevant MPOs when adjusting their 4-year target(s). Any adjustments made to 4-year targets established for the CMAQ Traffic Congestion measures in paragraph (c)(7) of this section shall be agreed upon and made collectively by all State DOTs and MPOs that include any portion of the NHS in the respective urbanized area applicable to the measures.
(7) [Reserved]
(8) Urbanized area specific targets. The following requirements apply to establishing targets for the CMAQ Traffic Congestion measures in paragraph (c)(7) of this section, as their target scope provided in paragraph (d)(2) of this section:
(i) [Reserved]
(ii) Beginning with the performance period that begins on January 1, 2022, and all subsequent performance periods thereafter, State DOTs, with mainline highways on the NHS that cross any part of an urbanized area with a population more than 200,000 within its geographic State boundary and that urbanized area contains any part of a nonattainment or maintenance area for any one of the criteria pollutants, as specified in § 490.703, shall establish targets for the CMAQ Traffic Congestion measures specified in § 490.707(a) and (b).
(iii) If required to establish targets for the CMAQ Traffic Congestion measures, as described in paragraph (e)(8)(ii) of this section, State DOTs shall comply with the following:
(A) For each urbanized area, only one 2-year target and one 4-year target for the entire urbanized area shall be established regardless of roadway ownership.
(B) For each urbanized area, all State DOTs and MPOs that contain, within their respective boundaries, any portion of the NHS network in that urbanized area shall agree on one 2-year and one 4-year target for that urbanized area. In accordance with paragraphs (e)(5) and (f)(9) of this section, the targets reported by the State DOTs and MPOs for that urbanized area shall be identical.
(C) Except as provided in paragraphs (e)(8)(iii)(F) and (e)(8)(v) of this section, State DOTs shall meet all reporting requirements in § 490.107 for the entire performance period even if there is a change of population, NHS designation, or nonattainment/maintenance area designation during that performance period.
(D) The 200,000 population threshold in paragraph (e)(8)(ii) of this section, shall be determined based on the most recent annual population estimates published by the U.S. Census available 1 year before when the State DOT Baseline Performance Period Report is due to FHWA.
(E) NHS designations and urbanized areas, in paragraph (e)(8)(ii) of this section, shall be determined from the data, contained in HPMS, 1 year before when the State DOT Baseline Performance Period Report is due to FHWA.
(F) The designation of nonattainment or maintenance areas, in paragraph (e)(8)(ii) of this section, shall be determined based on the effective date of U.S. EPA's designation under the NAAQS in 40 CFR part 81, as of the date 1 year before the State DOT Baseline Performance Period Report is due to FHWA. The nonattainment and maintenance areas shall be revised if, on the date 1 year before the State DOT Mid Performance Period Progress Report in § 490.107(b)(2)(ii) is due to FHWA, the area is no longer in nonattainment or maintenance for a criteria pollutant included in § 490.703.
(iv) If a State DOT does not meet the criteria specified in paragraph (e)(8)(ii) of this section 1 year before when the State DOT Baseline Performance Period Report is due to FHWA, then that State DOT is not required to establish targets for the CMAQ Traffic Congestion measures for that performance period.
(v) If the urbanized area, in paragraph (e)(8)(ii) of this section, does not contain any part of a nonattainment or maintenance area for the applicable criteria pollutants, as specified in § 490.703, 1 year before the State DOT Mid Performance Period Progress Report is due to FHWA, as described in paragraph (e)(8)(iii)(F) of this section, then that State DOT is not required to meet the requirements in § 490.107 for the CMAQ Traffic Congestion measures for that urbanized area for the remainder of that performance period.
(vi) [Reserved]
(9) Targets for Total Emissions Reduction measure. The following requirements apply to establishing targets for the measures specified in paragraph (c)(8) of this section:
(i) The State DOTs shall establish statewide targets for the Total Emissions Reduction measure for all nonattainment and maintenance areas for all applicable criteria pollutants and precursors specified in § 490.803.
(ii) For all nonattainment and maintenance areas within the State geographic boundary, the State DOT shall establish separate statewide targets for each of the applicable criteria pollutants and precursors specified in § 490.803.
(iii) The established targets, as specified in paragraph (e)(4) of this section, shall reflect the anticipated cumulative emissions reduction to be reported in the CMAQ Public Access System required in § 490.809(a).
(iv) In addition to the statewide targets in paragraph (e)(9)(i) of this section, State DOTs may, as appropriate, establish additional targets for any number and combination of nonattainment and maintenance areas by applicable criteria pollutant within the geographic boundary of the State. If a State DOT establishes additional targets for nonattainment and maintenance areas, it shall report the targets in the Baseline Performance Period Report required by § 490.107(b)(1). State DOTs shall evaluate separately the progress of each of these additional targets and report that progress as required under § 490.107(b)(2)(ii)(B) and (b)(3)(ii)(B).
(v) The designation of nonattainment or maintenance areas shall be determined based on the effective date of U.S. EPA's designation under the NAAQS in 40 CFR part 81, as of the date 1 year before the State DOT Baseline Performance Period Report is due to FHWA. The nonattainment and maintenance areas shall be revised if, on the date 1 year before the State DOT Mid Performance Period Progress Report in § 490.107(b)(2)(ii) is due to FHWA, the area is no longer in nonattainment or maintenance for a criteria pollutant included in § 490.803.
(vi) Except as provided in paragraphs (e)(9)(vii) and (viii) of this section, the State DOT shall meet all reporting requirements in § 490.107 for the entire performance period even if there is a change of nonattainment or maintenance area during that performance period.
(vii) If a State geographic boundary does not contain any part of nonattainment or maintenance areas for applicable criteria pollutants and precursors, as specified in § 490.803, 1 year before the State DOT Baseline Performance Period Report is due to FHWA, then that State DOT is not required to establish targets for Total Emissions Reduction measures for that performance period.
(viii) If the State geographic boundary, in paragraph (e)(9)(ii) of this section, does not contain any part of the nonattainment or maintenance area for an applicable criteria pollutant or precursor, as specified in § 490.803, 1 year before the State DOT Mid Performance Period Progress Report is due to FHWA as described in paragraph (e)(9)(v) of this section, then that State DOT is not required to meet the requirements in § 490.107 for the Total Emissions Reduction measure for that applicable criteria pollutant or precursor for the remainder of that performance period.
(10) [Reserved]
(f) MPO establishment. The MPOs shall establish targets for each of the performance measures identified in paragraph (c) of this section for the respective target scope identified in paragraph (d) of this section as follows:
(1) Schedule. The MPOs shall establish targets no later than 180 days after the respective State DOT(s) establishes their targets, as provided in paragraph (e)(1) of this section.
(i) The MPOs shall establish 4-year targets, described in paragraph (e)(4)(iv) of this section, for all applicable measures, described in paragraphs (c) and (d) of this section.
(ii) The MPOs shall establish 2-year targets, described in paragraph (e)(4)(iii) of this section for the CMAQ Traffic Congestion and Total Emissions Reduction measures, described in paragraphs (c) and (d) of this section as their applicability criteria described in paragraphs (f)(5)(ii) and (f)(6)(iii) of this section, respectively.
(iii) If an MPO does not meet the criteria described in paragraph (f)(5)(ii) or (f)(6)(iii) of this section, the MPO is not required to establish 2-year target(s) for the corresponding measure(s).
(2) Coordination. The MPOs shall coordinate with relevant State DOT(s) on the selection of targets in accordance with 23 U.S.C. 134(h)(2)(B)(i)(II) to ensure consistency, to the maximum extent practicable.
(3) Target establishment options. For each performance measure identified in paragraph (c) of this section, except the CMAQ Traffic Congestion measures in paragraph (f)(5) of this section, and MPOs meeting the criteria under paragraph (f)(6)(iii) of this section for Total Emissions Reduction measure, the MPOs shall establish targets for the metropolitan planning area by either:
(i) Agreeing to plan and program projects so that they contribute toward the accomplishment of the relevant State DOT target for that performance measure; or
(ii) Committing to a quantifiable target for that performance measure for their metropolitan planning area.
(4) MPOs serving a multistate planning area. Except as provided in the CMAQ Traffic Congestion measures in paragraph (f)(5) of this section, and MPOs meeting the criteria under paragraph (f)(6)(iii) of this section, for Total Emissions Reduction measure, MPOs with planning areas extending across State boundaries shall follow these requirements for each performance measure identified in paragraph (c) of this section:
(i) For each measure, MPOs may choose different target establishment options, provided in paragraph (f)(3) of this section, for the portion of the planning area within each State.
(ii) If MPOs choose the option to agree to plan and program projects to contribute toward State DOT targets, in accordance with paragraph (f)(3)(i) of this section, for a measure, then they shall plan and program projects in support of State DOT targets for the portion of the planning area within each State.
(5) Urbanized area specific targets. The following requirements apply to establishing targets for the CMAQ Traffic Congestion measures in paragraph (c)(7) of this section, as their target scope provided in paragraph (d)(2) of this section:
(i) [Reserved]
(ii) Beginning with the performance period that begins on January 1, 2022, and all subsequent performance periods thereafter, MPOs shall establish targets for the CMAQ Traffic Congestion measures specified in § 490.707(a) and (b) when mainline highways on the NHS within their metropolitan planning area boundary cross any part of an urbanized area with a population more than 200,000, and that portion of their metropolitan planning area boundary also contains any portion of a nonattainment or maintenance area for any one of the criteria pollutants, as specified in § 490.703. If an MPO with mainline highways on the NHS within their metropolitan planning area boundary cross any part of an urbanized area with a population more than 200,000 and that urbanized area contains any part of a nonattainment or maintenance area, for any one of the criteria pollutant as specified in § 490.703, outside of its metropolitan planning area boundary, then that MPO should coordinate with relevant State DOT(s) and MPO(s) in the target establishment process for the CMAQ Traffic Congestion measures specified in § 490.707.
(iii) If required to establish a target for the CMAQ Traffic Congestion measures, as described in paragraph (f)(5)(ii) of this section, MPOs shall comply with the following:
(A) For each urbanized area, only one 2-year target and one 4-year target for the entire urbanized area shall be established regardless of roadway ownership.
(B) For each urbanized area, all State DOTs and MPOs that contain, within their respective boundaries, any portion of the NHS network in that urbanized area shall agree on one 2-year and one 4-year target for that urbanized area. The targets reported, in accordance with paragraphs (e)(5) and (f)(9) of this section, by the State DOTs and MPOs for that urbanized area shall be identical.
(C) Except as provided in paragraphs (f)(5)(iii)(F) and (f)(5)(v) of this section, MPOs shall meet all reporting requirements in § 490.107(c) for the entire performance period even if there is a change of population, NHS designation, or nonattainment/maintenance area during that performance period.
(D) The 200,000 population threshold, in paragraph (f)(5)(ii) of this section, shall be determined based on the most recent annual population estimates published by the U.S. Census available 1 year before the State DOT Baseline Performance Period Report is due to FHWA.
(E) NHS designations and urbanized areas, in paragraph (f)(5)(ii)of this section, shall be determined from the data, contained in HPMS, 1 year before State DOT Baseline Performance Period Report is due to FHWA.
(F) The designation of nonattainment or maintenance areas, in paragraph (f)(5)(ii) of this section, shall be determined based on the effective date of U.S. EPA's designation under the NAAQS in 40 CFR part 81, as of the date 1 year before the State DOT Baseline Performance Period Report is due to FHWA. The nonattainment and maintenance areas shall be revised if, on the date 1 year before the State DOT Mid Performance Period Progress Report in § 490.107(b)(2)(ii) is due to FHWA, the area is no longer in nonattainment or maintenance for a criteria pollutant included in § 490.703.
(iv) If an MPO does not meet the criteria specified in paragraph (f)(5)(ii) of this section at the time that is 1 year before when the State DOT Baseline Performance Period Report is due to FHWA, then that MPO is not required to establish targets for the CMAQ Traffic Congestion measure for that performance period.
(v) If the portion of the metropolitan planning area boundary within the urbanized area, in paragraph (f)(5)(ii) of this section, does not contain any part of a nonattainment or maintenance area for the applicable criteria pollutants, as specified in § 490.703, at the time that is 1 year before when the State DOT Mid Performance Period Progress Report is due to FHWA, as described in paragraph (f)(5)(iii)(F) of this section, then that MPO is not required to meet the requirements in § 490.107 for the CMAQ Traffic Congestion measures for that urbanized area for the remainder of that performance period.
(vi) [Reserved]
(6) Targets for the Total Emissions Reduction measure. The following requirements apply to establishing targets for the measure in paragraph (c)(8) of this section:
(i) The MPO shall establish targets for each of the applicable criteria pollutants and precursors, specified in § 490.803, for which it is in nonattainment or maintenance, within its metropolitan planning area boundary.
(ii) The established targets, as specified in paragraph (e)(4) of this section, shall reflect the anticipated cumulative emissions reduction to be reported in the CMAQ Public Access System required in § 490.809(a).
(iii) If any part of a designated nonattainment and maintenance area within the metropolitan planning area overlaps the boundary of an urbanized area with a population more than 1 million in population, as of 1 year before the State DOT Baseline Performance Period Report is due to FHWA, then that MPO shall establish both 2-year and 4-year targets for their metropolitan planning area. The population threshold shall be determined based on the most recent annual population estimates published by the U.S. Census available 1 year before the State DOT Baseline Performance Period Report is due to FHWA.
(iv) For the nonattainment and maintenance areas within the metropolitan planning area that do not meet the criteria in paragraph (f)(6)(iii) of this section, MPOs shall establish 4-year targets for their metropolitan planning area, as described in paragraph (f)(3) of this section.
(v) The designation of nonattainment or maintenance areas shall be determined based on the effective date of U.S. EPA's designation under the NAAQS in 40 CFR part 81, as of the date 1 year before the State DOT Baseline Performance Period Report is due to FHWA. The nonattainment and maintenance areas shall be revised if, on the date 1 year before the State DOT Mid Performance Period Progress Report in § 490.107(b)(2)(ii) is due to FHWA, the area is no longer in nonattainment or maintenance for a criteria pollutant included in § 490.803.
(vi) Except as provided in paragraphs (f)(6)(v) and (viii) of this section, MPOs shall meet all reporting requirements in § 490.107(c) for the entire performance period even if there is a change of nonattainment or maintenance area or population during that performance period.
(vii) If a metropolitan planning area boundary does not contain any part of nonattainment or maintenance areas for applicable criteria pollutants 1 year before when the State DOT Baseline Performance Period Report is due to FHWA, then that MPO is not required to establish targets for the Total Emissions Reduction measure for that performance period.
(viii) If the metropolitan planning area boundary, in paragraph (f)(6)(i) of this section, does not contain any part of a nonattainment or maintenance area for the applicable criteria pollutants, as specified in § 490.803, 1 year before the State DOT Mid Performance Period Progress Report is due to FHWA, as described in paragraph (f)(6)(v) of this section, then that MPO is not required to meet the requirements in § 490.107 for the Total Emissions Reduction measure for that applicable criteria pollutant or precursor for the remainder of that performance period.
(7) MPO response to State DOT target adjustment. For the established targets in paragraph (f)(3) of this section, if the State DOT adjusts a 4-year target in the State DOT's Mid Performance Period Progress Report and if, for that respective target, the MPO established a target by supporting the State DOT target as allowed under paragraph (f)(3)(i) of this section, then the MPO shall, within 180 days, report to the State DOT whether it will either:
(i) Agree to plan a program of projects so that they contribute to the adjusted State DOT target for that performance measure; or
(ii) Commit to a new quantifiable target for that performance measure for its metropolitan planning area.
(8) Target adjustment. If the MPO establishes its target by committing to a quantifiable target, described in paragraph (f)(3)(ii) of this section or establishes target(s) for the Total Emissions Reduction measure required in paragraph (f)(6)(iii) of this section, then the MPOs may adjust its target(s) in a manner that is collectively developed, documented, and mutually agreed upon by the State DOT and MPO. Any adjustments made to 4-year targets, established for CMAQ Traffic Congestion measures described in paragraph (f)(5)(ii) of this section, shall be collectively developed and agreed upon by all State DOTs and MPOs that include any portion of the NHS in the respective urbanized area applicable to the measure.
(9) Reporting. The MPOs shall report targets and progress toward the achievement of their targets as specified in § 490.107(c). After the MPOs establish or adjust their targets, the relevant State DOT(s) must be able to provide these targets to FHWA upon request.
(10) [Reserved]
[82 FR 6031, Jan. 18, 2017, as amended at 83 FR 24936, May 31, 2018; 88 FR 85390, Dec. 7, 2023; 90 FR 16466, Apr. 18, 2025; 90 FR 22854, May 30, 2025]
§ 490.107 Reporting on performance targets.
(a) In general. All State DOTs and MPOs shall report the information specified in this section for the targets required in § 490.105.
(1) All State DOTs and MPOs shall report in accordance with the schedule and content requirements under paragraphs (b), (c) of this section, respectively.
(2) For the measures identified in § 490.207(a), all State DOTs and MPO shall report on performance in accordance with § 490.213.
(3) State DOTs shall report using an electronic template provided by FHWA.
(b) State Biennial Performance Report. State DOTs shall report to FHWA baseline condition/performance at the beginning of a performance period and progress achievement at both the midpoint and end of a performance period. State DOTs shall report at an ongoing 2-year frequency as specified in paragraphs (b)(1) through (3) of this section.
(1) Baseline Performance Period Report—(i) Schedule. State DOTs shall submit a Baseline Performance Period Report to FHWA by October 1st of the first year in a performance period. State DOTs shall submit their first Baseline Performance Period Report to FHWA by October 1, 2018, and subsequent Baseline Performance Period Reports to FHWA by October 1st every 4 years thereafter.
(ii) Content. The State DOT shall report the following information in each Baseline Performance Period Report:
(A) Targets. 2-year and 4-year targets for the performance period, as required in § 490.105(e), and a discussion, to the maximum extent practicable, of the basis for each established target;
(B) Baseline condition/performance. Baseline condition/performance derived from the latest data collected through the beginning date of the performance period specified in § 490.105(e)(4)(i) for each target, required under paragraph (b)(1)(ii)(A) of this section;
(C) Relationship with other performance expectations. A discussion, to the maximum extent practicable, on how the established targets in paragraph (b)(1)(ii)(A) of this section support expectations documented in longer range plans, such as the State asset management plan required by 23 U.S.C. 119(e) and the long-range statewide transportation plan provided in part 450 of this chapter;
(D) Urbanized area boundaries and population data for targets. For the purpose of establishing additional targets for urbanized and non-urbanized areas in § 490.105(e)(3) and the urbanized area specific targets in § 490.105(e)(8), State DOTs shall document the boundary extent for all applicable urbanized areas based on information in HPMS;
(E) Congestion at truck freight bottlenecks. The State DOT shall document the location of truck freight bottlenecks within the State, including those identified in the National Freight Strategic Plan. If a State has prepared a State Freight Plan under 49 U.S.C. 70202, within the last 2 years, then the State Freight Plan may serve as the basis for identifying truck freight bottlenecks;
(F) Nonattainment and maintenance area for targets. Where applicable, for the purpose of determining target scope in § 490.105(d) and any additional targets under § 490.105(e)(9)(iv), State DOTs shall describe the boundaries of U.S. EPA's designated nonattainment and maintenance areas, as described in §§ 490.103(c) and 490.105(e)(9)(v);
(G) MPO CMAQ Performance Plan. Where applicable, State DOTs shall include as an attachment the MPO CMAQ Performance Plan, described in paragraph (c)(3) of this section;
(H) [Reserved]
(I) Data collection method for the Percent of Non-SOV Travel measure. Where applicable, State DOTs shall report the data collection method that is used to determine the Percent of Non-SOV Travel measure, in § 490.707(b), for each applicable urbanized area in the State, as provided in § 490.709(f)(2).
(2) Mid Performance Period Progress Report—
(i) Schedule. State DOTs shall submit a Mid Performance Period Progress Report to FHWA by October 1st of the third year in a performance period. State DOTs shall submit their first Mid Performance Period Progress Report to FHWA by October 1, 2020, and subsequent Mid Performance Period Progress Reports to FHWA by October 1st every 4 years thereafter.
(ii) Content. The State DOT shall report the following information in each Mid Performance Period Progress Report:
(A) 2-year condition/performance. The actual condition/performance derived from the latest data collected through the midpoint of the performance period, specified in § 490.105(e)(4), for each State DOT reported target required in paragraph (b)(1)(ii)(A) of this section;
(B) 2-year progress in achieving performance targets. A discussion of the State DOT's progress toward achieving each established 2-year target in paragraph (b)(1)(ii)(A) of this section. The State DOT shall compare the actual 2-year condition/performance in paragraph (b)(2)(ii)(A) of this section, within the boundaries and limits documented in paragraphs (b)(1)(ii)(D) and (E) of this section, with the respective 2-year target and document in the discussion any reasons for differences in the actual and target values;
(C) Investment strategy discussion. A discussion on the effectiveness of the investment strategies developed and documented in the State asset management plan for the NHS required under 23 U.S.C. 119(e);
(D) Congestion at truck freight bottlenecks. Discussion on progress of the State DOT's efforts in addressing congestion at truck freight bottlenecks within the State, as described in paragraph (b)(1)(ii)(F) of this section, through comprehensive freight improvement efforts of State Freight Plan or MPO freight plans; the Statewide Transportation Improvement Program and Transportation Improvement Program; regional or corridor level efforts; other related planning efforts; and operational and capital activities targeted to improve freight movement on the Interstate System. If a State has prepared a State Freight Plan under 49 U.S.C. 70202 within the previous 2 years, then the State Freight Plan may serve as the basis for addressing congestion at truck freight bottlenecks. If the State Freight Plan has not been updated since the previous State Biennial Performance Report, then an updated analysis of congestion at truck freight bottlenecks must be completed;
(E) Target adjustment discussion. When applicable, a State DOT may submit an adjusted 4-year target to replace an established 4-year target in paragraph (b)(1)(ii)(A) of this section. If the State DOT adjusts its target, it shall include a discussion on the basis for the adjustment and how the adjusted target supports expectations documented in longer range plans, such as the State asset management plan and the long-range statewide transportation plan. The State DOT may only adjust a 4-year target at the midpoint and by reporting the change in the Mid Performance Period Progress Report;
(F) 2-year significant progress discussion for the National Highway Performance Program (NHPP) targets and the National Highway Freight Program (NHFP) target. State DOTs shall discuss the progress they have made toward the achievement of all 2-year targets established for the NHPP measures in § 490.105(c)(1) through (5) and the Freight Reliability measure in § 490.105(c)(6). This discussion should document a summary of prior accomplishments and planned activities that will be conducted during the remainder of the performance period to make significant progress toward that achievement of 4-year targets for applicable measures;
(G) Extenuating circumstances discussion on 2-year Targets. When applicable, for 2-year targets for the NHPP or NHFP, a State DOT may include a discussion on the extenuating circumstance(s), described in § 490.109(e)(5), beyond the State DOT's control that prevented the State DOT from making 2-year significant progress toward achieving NHPP or NHFP target(s) in paragraph (b)(2)(ii)(F) of this section;
(H) Applicable target achievement discussion. If FHWA determined that a State DOT has not made significant progress toward the achievement of any 4-year NHPP or NHFP targets in the FHWA determination made after the State DOT submits the Full Performance Period Progress Report for the immediate prior performance period, then the State DOT shall include a description of the actions they will undertake to better achieve those targets as required under § 490.109(f). If FHWA determined under § 490.109(e) that the State DOT has made significant progress for immediate prior performance period's 4-year NHPP or NHFP targets, then the State DOT does not need to include this description for those targets;
(I) MPO CMAQ Performance Plan. Where applicable, State DOTs shall include as an attachment the MPO CMAQ Performance Plan, described in paragraph (c)(3) of this section; and
(J) [Reserved]
(3) Full Performance Period Progress Report—(i) Schedule. State DOTs shall submit a progress report on the full performance period to FHWA by October 1st of the first year following the reference performance period. State DOTs shall submit their first Full Performance Period Progress Report to FHWA by October 1, 2022, and subsequent Full Performance Period Progress Reports to FHWA by October 1st every 4 years thereafter.
(ii) Content. The State DOT shall report the following information for each Full Performance Period Progress Report:
(A) 4-year condition/performance. The actual condition/performance derived from the latest data collected through the end of the performance period, specified in § 490.105(e)(4), for each State DOT reported target required in paragraph (b)(1)(ii)(A) of this section;
(B) 4-year progress in achieving performance targets. A discussion of the State DOT's progress made toward achieving each established 4-year target in paragraph (b)(1)(ii)(A) or (b)(2)(ii)(E) of this section, when applicable. The State DOT shall compare the actual 4-year condition/performance in paragraph (b)(3)(ii)(A) of this section, within the boundaries and limits documented in paragraphs (b)(1)(ii)(D) and (E) of this section, with the respective 4-year target and document in the discussion any reasons for differences in the actual and target values;
(C) Investment strategy discussion. A discussion on the effectiveness of the investment strategies developed and documented in the State asset management plan for the NHS required under 23 U.S.C. 119(e);
(D) Congestion at truck freight bottlenecks. Discussion on progress of the State DOT's efforts in addressing congestion at truck freight bottlenecks within the State, as described in paragraphs (b)(1)(ii)(F) and (b)(2)(ii)(D) of this section;
(E) 4-year significant progress evaluation for applicable targets. State DOTs shall discuss the progress they have made toward the achievement of all 4-year targets established for the NHPP measures in § 490.105(c)(1) through (5) and the Freight Reliability measure in § 490.105(c)(6). This discussion shall include a summary of accomplishments achieved during the performance period to demonstrate whether the State DOT has made significant progress toward achievement of 4-year targets for those measures;
(F) Extenuating circumstances discussion on applicable targets. When applicable, a State DOT may include discussion on the extenuating circumstance(s), described in § 490.109(e)(5), beyond the State DOT's control that prevented the State DOT from making a 4-year significant progress toward achieving NHPP or NHFP targets, described in paragraph (b)(3)(ii)(E) of this section;
(G) Applicable target achievement discussion. If FHWA determined that a State DOT has not made significant progress toward the achievement of any 2-year NHPP or NHFP targets in the biennial FHWA determination made after the State DOT submits the Mid Performance Period Progress Report for the performance period, then the State DOT shall include a description of the actions they will undertake to better achieve those targets as required under § 490.109(f). If FHWA determined in § 490.109(e) that the State DOT has made significant progress for the 2-year NHPP or NHFP targets for the performance period, then the State DOT does not need to include this description for those targets;
(H) MPO CMAQ Performance Plan. Where applicable, State DOTs shall include as an attachment the MPO CMAQ Performance Plan, described in paragraph (c)(3) of this section; and
(I) [Reserved]
(c) MPO Report. The MPOs shall establish targets in accordance with § 490.105 and report targets and progress toward the achievement of their targets in a manner that is consistent with the following:
(1) The MPOs shall report their established targets to their respective State DOT in a manner that is documented and mutually agreed upon by both parties.
(2) The MPOs shall report baseline condition/performance and progress toward the achievement of their targets in the system performance report in the metropolitan transportation plan in accordance with part 450 of this chapter.
(3) The MPOs serving a TMA and meeting criteria, specified in § 490.105(f)(6)(iii), shall develop a CMAQ performance plan as required by 23 U.S.C. 149(l). The CMAQ performance plan is not required when the MPO meets the criteria specified in § 490.105(f)(6)(vii) or (viii).
(i) The CMAQ performance plan shall be submitted to FHWA by the State DOT, and be updated biennially on the same schedule as the State Biennial Performance Reports.
(ii) For the CMAQ Traffic Congestion and Total Emissions Reduction measures in subparts G and H of this part, the CMAQ performance plan submitted with the State DOT's Baseline Performance Period Report to FHWA shall include:
(A) The 2-year and 4-year targets for the CMAQ Traffic Congestion measures, identical to the relevant State DOT(s) reported target under paragraph (b)(1)(ii)(A) of this section, for each applicable urbanized area;
(B) The 2-year and 4-year targets for the Total Emissions Reduction measure for the performance period;
(C) Baseline condition/performance for each MPO reported CMAQ Traffic Congestion targets, identical to the relevant State DOT(s) reported baseline condition/performance under paragraph (b)(1)(ii)(B) of this section;
(D) Baseline condition/performance derived from the latest estimated cumulative emissions reductions from CMAQ projects for each MPO reported Total Emissions Reduction target; and
(E) A description of projects identified for CMAQ funding and how such projects will contribute to achieving the performance targets for these measures.
(iii) For the CMAQ Traffic Congestion and Total Emissions Reduction measures in subparts G and H of this part, the CMAQ performance plan submitted with the State DOT's Mid Performance Period Progress Report to FHWA shall include:
(A) 2-year condition/performance for the CMAQ Traffic Congestion measures, identical to the relevant State DOT(s) reported condition/performance under paragraph (b)(2)(ii)(A) of this section, for each applicable urbanized area;
(B) 2-year condition/performance derived from the latest estimated cumulative emissions reductions from CMAQ projects for each MPO reported Total Emissions Reduction target;
(C) An assessment of the progress of the projects identified in the CMAQ performance plan submitted with the Baseline Performance Period Report toward achieving the 2-year targets for these measures;
(D) When applicable, an adjusted 4-year target to replace an established 4-year target; and
(E) An update to the description of projects identified for CMAQ funding and how those updates will contribute to achieving the 4-year performance targets for these measures.
(iv) For the CMAQ Traffic Congestion and Total Emissions Reduction measures in subparts G and H of this part, the CMAQ performance plan submitted with the State DOT's Full Performance Period Progress Report to FHWA shall include:
(A) 4-year condition/performance for the CMAQ Traffic Congestion measures, identical to the relevant State DOT(s) reported condition/performance reported under paragraph (b)(3)(ii)(A) of this section, for each applicable urbanized area;
(B) 4-year condition/performance derived from the latest estimated cumulative emissions reductions from CMAQ projects for each MPO reported Total Emissions Reduction target; and
(C) An assessment of the progress of the projects identified in both paragraphs (c)(3)(ii)(C) and (c)(3)(iii)(D) of this section toward achieving the 4-year targets for these measures.
(4) [Reserved]
[82 FR 6031, Jan. 18, 2017, as amended at 83 FR 24936, May 31, 2018; 88 FR 85391, Dec. 7, 2023; 90 FR 16466, Apr. 18, 2025]
§ 490.109 Assessing significant progress toward achieving the performance targets for the National Highway Performance Program and the National Highway Freight Program.
(a) In general. The FHWA will assess each of the State DOT targets separately for the NHPP measures specified in § 490.105(c)(1) through (5) and the Freight Reliability measure specified in § 490.105(c)(6) to determine the significant progress made toward the achievement of those targets.
(b) Frequency. The FHWA will determine whether a State DOT has or has not made significant progress toward the achievement of applicable targets as described in paragraph (e) of this section at the midpoint and the end of each performance period.
(c) Schedule. The FHWA will determine significant progress toward the achievement of a State DOT's NHPP and NHFP targets after the State DOT submits the Mid Performance Period Progress Report for progress toward the achievement of 2-year targets, and again after the State DOT submits the Full Performance Period Progress Report for progress toward the achievement of 4-year targets. The FHWA will notify State DOTs of the outcome of the determination of the State DOT's ability to make significant progress toward the achievement of its NHPP and NHFP targets.
(d) Source of data/information. (1) The FHWA will use the following sources of information to assess NHPP target achievement and condition/performance progress:
(i) Data contained within the HPMS on June 15th of the year in which the significant progress determination is made that represents conditions from the prior year for targets established for Interstate System pavement condition measures, as specified in § 490.105(c)(1);
(ii) Data contained within the HPMS on August 15th of the year in which the significant progress determination is made that represents conditions from the prior year for targets established for non-Interstate NHS pavement condition measures, as specified in § 490.105(c)(2);
(iii) The most recently available data contained within the NBI as of June 15th of the year in which the significant progress determination is made for targets established for NHS bridge condition measures, as specified in § 490.105(c)(3);
(iv) Data contained within the HPMS on August 15th of the year in which the significant progress determination is made that represents performance from the prior year for targets established for the Travel Time Reliability measures, as specified in § 490.105(c)(4);
(v) [Reserved]
(vi) Baseline condition/performance data contained in Fuels & FASH, HPMS, and NBI of the year in which the Baseline Period Performance Report is due to FHWA that represents baseline conditions/performances for the performance period for the measures in §§ 490.105(c)(1) through (4).
(2) The FHWA will use the following sources of information to assess NHFP target achievement and condition/performance progress:
(i) Data contained within the HPMS on August 15th of the year in which the significant progress determination is made that represents performance from the prior year for targets established for the Freight Reliability measure, as specified in § 490.105(c)(6); and
(ii) Baseline condition/performance data contained in HPMS of the year in which the Baseline Period Performance Report is due to FHWA that represents baseline condition/performance for the performance period.
(e) Significant progress determination for individual NHPP and NHFP targets—(1) In general. The FHWA will biennially assess whether the State DOT has achieved or made significant progress toward each target established by the State DOT for the NHPP measures described in § 490.105(c)(1) through (5) and the Freight Reliability measure described in § 490.105(c)(6). The FHWA will assess the significant progress of each statewide target separately using the condition/performance data/information sources described in paragraph (d) of this section. The FHWA will not assess the progress achieved for any additional targets a State DOT may establish under § 490.105(e)(3).
(2) Significant progress toward individual NHPP and NHFP targets. The FHWA will determine that a State DOT has made significant progress toward the achievement of each 2-year or 4-year applicable target if either:
(i) The actual condition/performance level is better than the baseline condition/performance; or
(ii) The actual condition/performance level is equal to or better than the established target.
(3) [Reserved]
(4) Insufficient data and/or information. The FHWA will determine that a State DOT has not made significant progress toward the achievement of an individual NHPP or NHFP target if:
(i) A State DOT does not submit a required report, individual target, or other information as specified in § 490.107 for the each of the measures in § 490.105(c)(1) through (6);
(ii) The data contained in HPMS do not meet the requirements under § 490.313(b)(4)(i) by the data extraction date specified in paragraph (d)(1) of this section for the each of the Interstate System pavement condition measures in § 490.105(c)(1);
(iii) The data contained in HPMS do not meet the requirements under § 490.313(b)(4)(i) by the data extraction date specified in paragraph (d)(2) of this section for the each of the non-Interstate NHS pavement condition measures in § 490.105(c)(2);
(iv) A State DOT reported data are not cleared in the NBI by the data extraction date specified in paragraph (d)(3) of this section for the each of the NHS bridge condition measures in § 490.105(c)(3); or
(v) The data were determined insufficient, as described in paragraphs (e)(4)(ii) through (iv) of this section, in the year in which the Baseline Period Performance Report is due to FHWA for the measures in § 490.105(c)(1) through (3).
(5) Extenuating circumstances. The FHWA will consider extenuating circumstances documented by the State DOT in the assessment of progress toward the achievement of NHPP and NHFP targets in the relevant State Biennial Performance Report, provided in § 490.107.
(i) The FHWA will classify the assessment of progress toward the achievement of an individual 2-year or 4-year target as “progress not determined” if the State DOT has provided an explanation of the extenuating circumstances beyond the control of the State DOT that prevented it from making significant progress toward the achievement of a 2-year or 4-year target and the State DOT has quantified the impacts on the condition/performance that resulted from the circumstances, which are:
(A) Natural or man-made disasters that caused delay in NHPP or NHFP project delivery, extenuating delay in data collection, and/or damage/loss of data system;
(B) Sudden discontinuation of Federal government furnished data due to natural and man-made disasters or sudden discontinuation of Federal government furnished data due to lack of funding; and/or
(C) New law and/or regulation directing State DOTs to change metric and/or measure calculation.
(ii) If the State DOT's explanation, described in paragraph (e)(5)(i) of this section, is accepted by FHWA, FHWA will classify the progress toward achieving the relevant target(s) as “progress not determined,” and those targets will be excluded from the requirement in paragraph (e)(2) of this section.
(f) Performance achievement. (1) If FHWA determines that a State DOT has not made significant progress toward the achieving of NHPP targets, then the State DOT shall include as part of the next performance target report under 23 U.S.C. 150(e) [the Biennial Performance Report] a description of the actions the State DOT will undertake to achieve the targets related to the measure in which significant progress was not achieved as follows:
(i) If significant progress is not made for either target established for the Interstate System pavement condition measures, § 490.307(a)(1) and (2), then the State DOT shall document the actions it will take to achieve Interstate Pavement condition targets;
(ii) If significant progress is not made for either target established for the Non-Interstate System pavement condition measures, § 490.307(a)(3) and (4), then the State DOT shall document the actions it will take to to achieve Non-Interstate Pavement condition target;
(iii) If significant progress is not made for either target established for the NHS bridge condition measures, § 490.407(c)(1) and (2), then the State DOT shall document the actions it will take to to achieve NHS bridge condition target;
(iv) If significant progress is not made for either target established for the Travel Time Reliability measures, § 490.507(a)(1) and(2), then the State DOT shall document the actions it will take to achieve the NHS travel time targets; and
(2) If FHWA determines that a State DOT has not made significant progress toward achieving the target established for the Freight Reliability measure in § 490.607, then the State DOT shall include as part of the next performance target report under 23 U.S.C. 150(e) [the Biennial Performance Report] the following:
(i) An identification of significant freight system trends, needs, and issues within the State.
(ii) A description of the freight policies and strategies that will guide the freight-related transportation investments of the State.
(iii) An inventory of truck freight bottlenecks within the State and a description of the ways in which the State DOT is allocating funding under title 23 U.S.C. to improve those bottlenecks.
(A) The inventory of truck freight bottlenecks shall include the route and milepost location for each identified bottleneck, roadway section inventory data reported in HPMS, Average Annual Daily Traffic (AADT), Average Annual Daily Truck Traffic (AADTT), Travel-time data and measure of delay, such as travel time reliability, or Average Truck Speeds, capacity feature causing the bottleneck or any other constraints applicable to trucks, such as geometric constrains, weight limits or steep grades.
(B) For those facilities that are State-owned or operated, the description of the ways in which the State DOT is improving those bottlenecks shall include an identification of methods to address each bottleneck and improvement efforts planned or programed through the State Freight Plan or MPO freight plans; the Statewide Transportation Improvement Program and Transportation Improvement Program; regional or corridor level efforts; other related planning efforts; and operational and capital activities.
(iv) A description of the actions the State DOT will undertake to achieve the target established for the Freight Reliability measure in § 490.607.
(3) The State DOT should, within 6 months of the significant progress determination, amend its Biennial Performance Report to document the information specified in this paragraph to ensure actions are being taken to achieve targets.
[82 FR 6031, Jan. 18, 2017, as amended at 83 FR 24936, May 31, 2018; 88 FR 85392, Dec. 7, 2023; 90 FR 16466, Apr. 18, 2025; 90 FR 22854, May 30, 2025]
§ 490.111 Incorporation by reference.
(a) Certain material is incorporated by reference into this part with the approval of the Director of the Federal Register under 5 U.S.C. 552(a) and 1 CFR part 51. To enforce any edition other than that specified in this section, FHWA must publish a notice of change in the Federal Register and the material must be available to the public. All approved material is available for inspection at the Federal Highway Administration, Office of Highway Policy Information (202-366-4631) 1200 New Jersey Avenue SE., Washington, DC 20590, www.fhwa.dot.gov and is available from the sources listed below. It is also available for inspection at the National Archives and Records Administration (NARA). For information on the availability of this material at NARA, call 202-741-6030 or go to http://www.archives.gov/federal_register/code_of_federal_regulations/ibr_locations.html.
(b) The Federal Highway Administration, 1200 New Jersey Avenue SE., Washington, DC 20590, www.fhwa.dot.gov.
(1) Highway Performance Monitoring System (HPMS) Field Manual, IBR approved for §§ 490.103, 490.309, 490.311, and 490.319.
(2) Recording and Coding Guide for the Structure Inventory and Appraisal of the Nation's Bridges, includes: Errata Sheet for Coding Guide 06/2011, Report No. FHWA-PD-96-001, December 1995, IBR approved for §§ 490.409 and 490.411.
(c) The American Association of State Highway and Transportation Officials, 444 North Capitol Street NW., Suite 249, Washington, DC 20001, (202) 624-5800, www.transportation.org.
(1) AASHTO Standard M328-14, Standard Specification for Transportation Materials and Methods of Sampling and Testing, Inertial Profiler, 2014, 34th/2014 Edition, IBR approved for § 490.309.
(2) AASHTO Standard R57-14, Standard Specification for Transportation Materials and Methods of Sampling and Testing, Standard Practice for Operating Inertial Profiling Systems, 2014, 34th/2014 Edition, IBR approved for § 490.309.
(3) AASHTO Standard R48-10 (2013), Standard Specification for Transportation Materials and Methods of Sampling and Testing, Standard Practice for Determining Rut Depth in Pavements, 2014, 34th/2014 Edition, IBR approved for § 490.309.
(4) AASHTO Standard R36-13, Standard Specification for Transportation Materials and Methods of Sampling and Testing, Standard Practice for Evaluating Faulting of Concrete Pavements, 2014, 34th/2014 Edition, IBR approved for § 490.309.
(5) AASHTO Standard R43-13, Standard Specification for Transportation Materials and Methods of Sampling and Testing, Standard Practice for Quantifying Roughness of Pavement, 2014, 34th/2014 Edition, IBR approved for § 490.311.
Subpart B National Performance Management Measures for the Highway Safety Improvement Program
§ 490.201 Purpose.
The purpose of this subpart is to implement the requirements of 23 U.S.C. 150(c)(4), which requires the Secretary of Transportation to establish performance measures for the purpose of carrying out the Highway Safety Improvement Program (HSIP) and for State departments of transportation (State DOTs) to use in assessing:
(a) Serious injuries and fatalities per vehicle miles traveled (VMT); and
(b) Number of serious injuries and fatalities.
§ 490.203 Applicability.
The performance measures are applicable to all public roads covered by the HSIP carried out under 23 U.S.C. 130 and 148.
§ 490.205 Definitions.
Unless otherwise specified, the following definitions apply in this subpart:
5-year rolling average means the average of 5 individual, consecutive annual points of data (e.g., the 5-year rolling average of the annual fatality rate).
Annual Report File (ARF) means FARS data that are published annually, but prior to Final FARS data.
Fatality Analysis Reporting System (FARS) means a nationwide census providing public yearly data regarding fatal injuries suffered in motor vehicle traffic crashes.
Final FARS means the FARS data that replace the ARF file and contain additional cases or updates to cases that became available after the ARF was released, and which are no longer subject to future changes.
KABCO means the coding convention system for injury classification established by the National Safety Council.
Number of fatalities means the total number of persons suffering fatal injuries in a motor vehicle traffic crash during a calendar year, based on the data reported by the FARS database.
Number of non-motorized fatalities means the total number of fatalities (as defined in this section) with the FARS person attribute codes: (5) Pedestrian, (6) Bicyclist, (7) Other Cyclist, and (8) Person on Personal Conveyance.
Number of non-motorized serious injuries means the total number of serious injuries (as defined in this section) where the injured person is, or is equivalent to, a pedestrian (2.2.36) or a pedalcylcist (2.2.39) as defined in the ANSI D16.1-2007 (incorporated by reference, see § 490.111).
Number of serious injuries means the total number of persons suffering at least one serious injury for each separate motor vehicle traffic crash during a calendar year, as reported by the State, where the crash involves a motor vehicle traveling on a public road, and the injury status is “suspected serious injury (A)” as described in MMUCC, (incorporated by reference, see § 490.111). For serious injury classifications that are not MMUCC compliant, the number of serious injuries means serious injuries that are converted to KABCO by use of conversion tables developed by the NHTSA.
Public road is as defined in 23 CFR 924.3.
Rate of fatalities means the ratio of the total number of fatalities (as defined in this section) to the number of vehicle miles traveled (VMT) (expressed in 100 million VMT) in a calendar year.
Rate of serious injuries means the ratio of the total number of serious injuries (as defined in this section) to the number of VMT (expressed in 100 million vehicle miles of travel) in a calendar year.
Serious injuries means:
(1) From April 14, 2016 to April 15, 2019, injuries classified as “A” on the KABCO scale through use of the conversion tables developed by NHTSA; and
(2) After April 15, 2019, “suspected serious injury (A)” as defined in the MMUCC.
§ 490.207 National performance management measures for the Highway Safety Improvement Program.
(a) There are five performance measures for the purpose of carrying out the HSIP. They are:
(1) Number of fatalities;
(2) Rate of fatalities;
(3) Number of serious injuries;
(4) Rate of serious injuries; and,
(5) Number of non-motorized fatalities and non-motorized serious injuries.
(b) Each performance measure is based on a 5-year rolling average. The performance measures are calculated as follows:
(1) The performance measure for the number of fatalities is the 5-year rolling average of the total number of fatalities for each State and shall be calculated by adding the number of fatalities for each of the most recent 5 consecutive years ending in the year for which the targets are established, dividing by 5, and rounding to the tenth decimal place. FARS ARF may be used if Final FARS is not available.
(2) The performance measure for the rate of fatalities is the 5-year rolling average of the State's fatality rate per VMT and shall be calculated by first calculating the number of fatalities per 100 million VMT for each of the most recent 5 consecutive years ending in the year for which the targets are established, adding the results, dividing by 5, and rounding to the thousandth decimal place. The FARS ARF may be used if Final FARS is not available. State VMT data are derived from the HPMS. The Metropolitan Planning Organizations (MPO) VMT is estimated by the MPO. The sum of the fatality rates is divided by five and then rounded to the thousandth decimal place.
(3) The performance measure for the number of serious injuries is the 5-year rolling average of the total number of serious injuries for each State and shall be calculated by adding the number of serious injuries for each of the most recent 5 consecutive years ending in the year for which the targets are established, dividing by five, and rounding to the tenth decimal place.
(4) The performance measure for the rate of serious injuries is the 5-year rolling average of the State's serious injuries rate per VMT and shall be calculated by first calculating the number of serious injuries per 100 million VMT for each of the most recent 5 consecutive years ending in the year for which the targets are established, adding the results, dividing by five, and rounding to the thousandth decimal place. State VMT data are derived from the HPMS. The MPO VMT is estimated by the MPO.
(5) The performance measure for the number of Non-motorized Fatalities and Non-motorized Serious Injuries is the 5-year rolling average of the total number of non-motorized fatalities and non-motorized serious injuries for each State and shall be calculated by adding the number of non-motorized fatalities to the number non-motorized serious injuries for each of the most recent 5 consecutive years ending in the year for which the targets are established, dividing by five, and rounding to the tenth decimal place. FARS ARF may be used if Final FARS is not available.
(c) For purposes of calculating serious injuries in paragraphs (b)(3), (4), and (5) of this section:
(1) Before April 15, 2019, serious injuries may be determined by either of the following:
(i) Serious injuries coded (A) in the KABCO injury classification scale through use of the NHTSA serious injuries conversion tables; or
(ii) Using MMUCC (incorporated by reference, see § 490.111).
(2) By April 15, 2019, serious injuries shall be determined using MMUCC.
§ 490.209 Establishment of performance targets.
(a) State DOTs shall establish targets annually for each performance measure identified in § 490.207(a) in a manner that is consistent with the following:
(1) State DOT targets shall be identical to the targets established by the State Highway Safety Office for common performance measures reported in the State's Highway Safety Plan, subject to the requirements of 23 U.S.C. 402(k)(4), and as coordinated through the State Strategic Highway Safety Plan. For Fiscal Year 2025 only, the performance targets submitted under this paragraph are not required to be identical to the targets established by the State Highway Safety Office for the common performance measures.
(2) State DOT targets shall represent performance outcomes anticipated for the calendar year following the HSIP annual report date, as provided in 23 CFR 924.15.
(3) State DOT performance targets shall represent the anticipated performance outcome for all public roadways within the State regardless of ownership or functional class.
(4) State DOT targets shall be reported in the HSIP annual report that is due after April 14, 2017, and in each subsequent HSIP annual report thereafter.
(5) The State DOT shall include, in the HSIP Report (see 23 CFR part 924), at a minimum, the most recent 5 years of serious injury data and non-motorized serious injury data. The serious injury data shall be either MMUCC compliant or converted to the KABCO system (A) for injury classification through use of the NHTSA conversion tables as required by § 490.207(c).
(6) Unless approved by FHWA and subject to § 490.209(a)(1), a State DOT shall not change one or more of its targets for a given year once it is submitted in the HSIP annual report.
(b) In addition to targets described in paragraph (a) of this section, State DOTs may, as appropriate, for each target in paragraph (a) establish additional targets for portions of the State.
(1) A State DOT shall declare and describe in the State HSIP annual report required by § 490.213 the boundaries used to establish each additional target.
(2) State DOTs may select any number and combination of urbanized area boundaries and may also select a single non-urbanized area boundary for the establishment of additional targets.
(3) The boundaries used by the State DOT for additional targets shall be contained within the geographic boundary of the State.
(4) State DOTs shall evaluate separately the progress of each additional target and report that progress in the State HSIP annual report (see 23 CFR part 924).
(c) The Metropolitan Planning Organizations (MPO) shall establish performance targets for each of the measures identified in § 490.207(a), where applicable, in a manner that is consistent with the following:
(1) The MPOs shall establish targets not later than 180 days after the respective State DOT establishes and reports targets in the State HSIP annual report.
(2) The MPO target shall represent performance outcomes anticipated for the same calendar year as the State target.
(3) After the MPOs within each State establish the targets, the State DOT must be able to provide those targets to FHWA, upon request.
(4) For each performance measure, the MPOs shall establish a target by either:
(i) Agreeing to plan and program projects so that they contribute toward the accomplishment of the State DOT safety target for that performance measure; or
(ii) Committing to a quantifiable target for that performance measure for their metropolitan planning area.
(5) The MPOs that establish quantifiable fatality rate or serious injury rate targets shall report the VMT estimate used for such targets and the methodology used to develop the estimate. The methodology should be consistent with other Federal reporting requirements, if applicable.
(6) The MPO targets established under paragraph (c)(4) of this section specific to the metropolitan planning area shall represent the anticipated performance outcome for all public roadways within the metropolitan planning boundary regardless of ownership or functional class.
(d)(1) The State DOT and relevant MPOs shall coordinate on the establishment of targets in accordance with 23 CFR part 450 to ensure consistency, to the maximum extent practicable.
(2) The MPOs with multi-State boundaries that agree to plan and program projects to contribute toward State targets in accordance with paragraph (c)(4)(i) of this section shall plan and program safety projects in support of the State DOT targets for each area within each State (e.g., MPOs that extend into two States shall agree to plan and program projects to contribute toward two separate sets of targets (one set for each State)).
[81 FR 13913, Mar. 15, 2016, as amended at 88 FR 36474, June 5, 2023; 89 FR 37115, May 6, 2024]
§ 490.211 Determining whether a State department of transportation has met or made significant progress toward meeting performance targets.
(a) The determination for having met or made significant progress toward meeting the performance targets under 23 U.S.C. 148(i) will be determined based on:
(1) The most recent available Final FARS data for the fatality number. The FARS ARF may be used if Final FARS is not available;
(2) The most recent available Final FARS and HPMS data for the fatality rate. The FARS ARF may be used if Final FARS is not available;
(3) The most recent available Final FARS data for the non-motorized fatality number. The FARS ARF may be used if Final FARS is not available;
(4) State reported data for the serious injuries number;
(5) State reported data and HPMS data for the serious injuries rate; and
(6) State reported data for the non-motorized serious injuries number.
(b) The State-reported serious injury data and non-motorized serious injury data will be taken from the HSIP report in accordance with 23 CFR part 924.
(c) The FHWA will evaluate whether a State DOT has met or made significant progress toward meeting performance targets.
(1) The FHWA will not evaluate any additional targets a State DOT may establish under § 490.209(b).
(2) A State DOT is determined to have met or made significant progress toward meeting its targets when at least four of the performance targets established under § 490.207(a) are:
(i) Met; or
(ii) The outcome for a performance measure is less than the 5-year rolling average data for the performance measure for the year prior to the establishment of the State's target. For example, of the State DOT's five performance targets, the State DOT is determined to have met or made significant progress toward meeting its targets if it met two targets and the outcome is less than the measure for the year prior to the establishment of the target for two other targets.
(d) If a State DOT has not met or made significant progress toward meeting performance targets in accordance with paragraph (c) of this section, the State DOT must comply with 23 U.S.C. 148(i) for the subsequent fiscal year.
(e) The FHWA will first evaluate whether a State DOT has met or made significant progress toward meeting performance targets after the calendar year following the year for which the first targets are established, and then annually thereafter.
§ 490.213 Reporting of targets for the Highway Safety Improvement Program.
(a) The targets established by the State DOT shall be reported to FHWA in the State's HSIP annual report in accordance with 23 CFR part 924.
(b) The MPOs shall annually report their established safety targets to their respective State DOT, in a manner that is documented and mutually agreed upon by both parties.
(c) The MPOs shall report baseline safety performance, VMT estimate and methodology if a quantifiable rate target was established, and progress toward the achievement of their targets in the system performance report in the metropolitan transportation plan in accordance with 23 CFR part 450. Safety performance and progress shall be reported based on the following data sources:
(1) The most recent available Final FARS data for the fatality number. The FARS ARF may be used if Final FARS is not available;
(2) The most recent available Final FARS and MPO VMT estimate for the fatality rate. The FARS ARF may be used if Final FARS is not available;
(3) The most recent available Final FARS data for the non-motorized fatality number. The FARS ARF may be used if Final FARS is not available;
(4) State reported data for the serious injuries number;
(5) State reported data and MPO VMT estimate for the serious injuries rate; and
(6) State reported data for the non-motorized serious injuries number.
Subpart C National Performance Management Measures for the Assessing Pavement Condition
Source: 82 FR 5962, Jan. 17, 2017, unless otherwise noted.
§ 490.301 Purpose.
The purpose of this subpart is to implement the following statutory requirements of 23 U.S.C. 150(c)(3) to:
(a) Establish measures for State DOTs and MPOs to assess the condition of pavements on the Interstate System;
(b) Establish measures for State DOTs and MPOs to assess the condition of pavements on the NHS (excluding the Interstate);
(c) Establish minimum levels for pavement condition on the Interstate System, only for purposes of carrying out 23 U.S.C. 119(f)(1);
(d) Establish data elements that are necessary to collect and maintain standardized data to carry out a performance-based approach; and
(e) Consider regional differences in establishing the minimum levels for pavement conditions on the Interstate System.
§ 490.303 Applicability.
The performance measures in this subpart are applicable to the mainline highways on the Interstate System and on the non-Interstate NHS.
§ 490.305 Definitions.
The following definitions are only applicable to this subpart, unless otherwise provided:
Asphalt pavements means pavements where the top-most surface is constructed with asphalt materials. These pavements are coded in the HPMS as having any one of the following Surface Types:
Code | Surface__type
2 | Bituminous.
6 | Asphalt-Concrete (AC) Overlay over Existing AC Pavement.
7 | AC Overlay over Existing Jointed Concrete Pavement.
8 | AC (Bituminous Overlay over Existing CRCP).
Continuously Reinforced Concrete Pavements (CRCP) means pavements where the top-most surface is constructed of reinforced Portland cement concrete with no joints. These pavements are coded in the HPMS as having the following Surface Type:
Code | Surface__type
5 | CRCP—Continuously Reinforced Concrete Pavement.
Cracking means an unintentional break in the continuous surface of a pavement.
Cracking Percent means the percentage of pavement surface exhibiting cracking as follows:
(1) For asphalt pavements, Cracking Percent is the percentage of the area of the pavement section, exhibiting visible cracking.
(2) For jointed concrete pavements, Cracking Percent is the percentage of concrete slabs exhibiting cracking.
(3) For CRCP, the Cracking Percent is the percentage of pavement surface with longitudinal cracking and/or punchouts, spalling or other visible defects.
Faulting means a vertical misalignment of pavement joints in Portland Cement Concrete Pavements.
International Roughness Index (IRI) means a statistic used to estimate the amount of roughness in a measured longitudinal profile. The IRI is computed from a single longitudinal profile using a quarter-car simulation, as described in the report: “On the Calculation of IRI from Longitudinal Road Profile” (Sayers, M.W., Transportation Research Board 1501, Transportation Research Board, Washington, DC 1995).
Jointed concrete pavements means pavements where the top-most surface is constructed of Portland cement concrete with joints. It may be constructed of either reinforced or unreinforced (plain) concrete. It is coded in the HPMS as having any one of the following Surface Types:
Code | Surface__type
3 | Jointed Plain Concrete Pavement (includes whitetopping).
4 | Jointed Reinforced Concrete Pavement (includes whitetopping).
9 | Unbonded Jointed Concrete Overlay on PCC Pavement.
10 | Bonded PCC Overlay on PCC Pavement.
Pavement means any hard surfaced travel lanes of any highway.
Pavement section means a nominally 0.1 mile-long reported segment that defines the limits of pavement condition metrics required by FHWA.
Present Serviceability Rating (PSR) means an observation based system used to rate pavements.
Punchout means a distress specific to CRCP described as the area between two closely spaced transverse cracks and between a short longitudinal crack and the edge of the pavement (or a longitudinal joint) that is breaking up, spalling, or faulting.
Rutting means longitudinal surface depressions in the pavement derived from measurements of a profile transverse to the path of travel on a highway lane. It may have associated transverse displacement.
Sampling as applied to pavements, means measuring pavement conditions on a short section of pavement as a statistical representation for the entire section. Sampling is not to be used to measure or rate NHS pavement conditions.
§ 490.307 National performance management measures for assessing pavement condition.
(a) To carry out the NHPP, the performance measures for State DOTs to assess pavement condition are:
(1) Percentage of pavements of the Interstate System in Good condition;
(2) Percentage of pavements of the Interstate System in Poor condition;
(3) Percentage of pavements of the non-Interstate NHS in Good condition; and
(4) Percentage of pavements of the non-Interstate NHS in Poor condition.
(b) State DOTs will collect data using the methods described in § 490.309 and will process this data to calculate individual pavement metrics for each section of pavement that will be reported to FHWA as described in § 490.311. State DOTs and FHWA will use the reported pavement metrics to compute an overall performance of Good, Fair, or Poor, for each section of pavement as described in § 490.313.
§ 490.309 Data requirements.
(a) The performance measures identified in § 490.307 are to be computed using methods in § 490.313 from the four condition metrics and three inventory data elements contained within the HPMS that shall be collected and reported following the HPMS Field Manual, which is incorporated by reference into this subpart (see § 490.111). State DOTs shall report four condition metrics for each pavement section: IRI, rutting, faulting, and Cracking__Percent. State DOTs shall also report three inventory data elements as directed in the HPMS Field Manual: Through Lanes, Surface Type, and Structure Type. All pavement data collected after January 1, 2018 for Interstate highways and January 1, 2020 for non-Interstate National Highway System routes shall meet the requirements of this section.
(b) State DOTs shall collect data in accordance with the following relevant HPMS requirements to report IRI, rutting (asphalt pavements), faulting (jointed concrete pavements), and Cracking percent. State DOTs will be permitted to report present serviceability rating (PSR) for specific locations in accordance with the HPMS requirements as an alternative where posted speed limits are less than 40 miles per hour.
(1) For the Interstate System the following shall apply for all the pavement condition metrics:
(i) State DOTs shall collect data—
(A) From the full extent of the mainline highway;
(B) In the rightmost travel lane or one consistent lane for all data if the rightmost travel lane carries traffic that is not representative of the remainder of the lanes or is not readily accessible due to closure, excessive congestion, or other events impacting access;
(C) Continuously collected in a manner that will allow for reporting in nominally uniform pavement section lengths of 0.10 mile (528 feet); shorter pavement sections are permitted only at the beginning of a route, end of a route, at bridges, at locations where surface type changes or other locations where a pavement section length of 0.10 mile is not achievable; the maximum length of pavement sections shall not exceed 0.11 mile (580.8 feet);
(D) In at least one direction of travel; and
(E) On an annual frequency.
(ii) Estimating conditions from data samples of the full extent of the mainline highway is not permitted.
(iii) State DOTs may collect and report pavement condition data separately for each direction of divided highways on the Interstate System. Averaging across directions is not permitted. When pavement condition data is collected in one direction only, the measured conditions shall apply to all lanes in both directions for that pavement section for purposes of this part.
(iv) For the portions of the Interstate mainline highway pavements where posted speed limits are less than 40 MPH (e.g., border crossings, toll plazas), State DOTs may collect and report the Present Serviceability Rating (PSR) as an alternative to the IRI, Cracking__Percent, rutting, and faulting in this pavement section and shall follow the following requirements:
(A) The PSR shall be determined as a value from 0 to 5 per the procedures prescribed in the HPMS Field Manual;
(B) Alternative pavement condition methods may be allowed to estimate a PSR with prior approval from FHWA of the method of correlation between their condition determination and PSR as required in the HPMS Field Manual;
(C) The PSR data shall be continuously collected in a manner that will allow for reporting in uniform pavement section lengths of 0.10 mile (528 feet); shorter pavement sections are permitted only at the beginning of a route, end of a route, at bridges, at locations where surface type changes or other locations where a pavement section length of 0.10 mile is not achievable; the maximum length of pavement sections shall not exceed 0.11 mile (580.8 feet);
(D) The PSR data shall be collected in at least one direction of travel; and
(E) The PSR data shall be collected on an annual frequency.
(2) For the non-Interstate NHS the following shall apply:
(i) For the IRI metric, State DOTs shall collect and report data:
(A) From the full extent of the mainline highway;
(B) In the rightmost travel lane or one consistent lane for all data if the rightmost travel lane is not accessible;
(C) Continuously collected in a manner that will allow for reporting in uniform pavement section lengths of 0.10 mile (528 feet); shorter pavement sections are permitted only at the beginning of a route, end of a route, at bridges, at locations where surface type changes or other locations where a pavement section length of 0.10 mile is not achievable; the maximum length of pavement sections shall not exceed 0.11 mile (580.8 feet)
(D) In one direction of travel; and
(E) On a biennial frequency.
(F) Estimating IRI metrics from data samples of the full extent of the mainline will not be permitted.
(ii) For the Cracking percent, rutting and faulting metrics, State DOTs shall collect data—
(A) On the full extent (no sampling) of the mainline highway;
(B) In the rightmost travel lane or one consistent lane for all data if the rightmost travel lane is not accessible;
(C) Continuously collected in a manner that will allow for reporting in uniform pavement section lengths of 0.10 mile (528 feet); shorter pavement sections are permitted only at the beginning of a route, end of a route, at bridges, at locations where surface type changes or other locations where a pavement section length of 0.10 mile is not achievable; the maximum length of pavement sections shall not exceed 0.11 mile (580.8 feet)
(D) In one direction of travel; and
(E) On at least a biennial frequency.
(F) Estimating conditions from data samples of the full extent of the mainline highway will not be permitted.
(iii) For the portions of mainline highways where posted speed limits of less than 40 MPH, State DOTs may collect the Present Serviceability Rating (PSR) as an alternative to the IRI, Cracking__Percent, rutting, and faulting pavement condition metrics, in paragraphs (b)(2)(i) and (ii) of this section, and shall follow the following requirements:
(A) The PSR shall be determined as a 0 to 5 value per the procedures prescribed in the HPMS Field Manual;
(B) Alternative pavement condition methods may be allowed to estimate a PSR with prior approval from FHWA of the method of correlation between their condition determination and PSR as required in the HPMS Field Manual;
(C) The PSR data shall be continuously collected in a manner that will allow for reporting in uniform pavement section lengths of 0.10 mile (528 feet); shorter pavement sections are permitted only at the beginning of a route, end of a route, at bridges, at locations where surface type changes or other locations where a pavement section length of 0.10 mile is not achievable; the maximum length of pavement sections shall not exceed 0.11 mile (580.8 feet);
(D) The PSR data shall be collected in one direction of travel; and
(E) The PSR data shall be collected on at least a biennial frequency.
(3) Data collection methods for each of the condition metrics shall conform to the following:
(i) The device to collect data needed to calculate the IRI metric shall be in accordance with American Association of State Highway Transportation Officials (AASHTO) Standard M328-14, Standard Specification for Transportation Materials and Methods of Sampling and Testing, Standard Equipment Specification for Inertial Profiler (incorporated by reference, see § 490.111).
(ii) The method to collect data needed to calculate the IRI metric shall be in accordance with AASHTO Standard R57-14, Standard Specification for Transportation Materials and Methods of Sampling and Testing, Standard Practice for Operating Inertial Profiling Systems (incorporated by reference, see § 490.111).
(iii) For highways with a posted speed limit less than 40 miles per hour, an alternate method for estimation of IRI is permitted as described in § 490.309(b)(1)(iv) or § 490.309(b)(2)(iii) may be used in lieu of measuring IRI, cracking, rutting and faulting.
(iv) The method to collect data needed to determine the Cracking__Percent metric for all pavement types except CRCP shall be manual, semi-automated, or fully automated in accordance with the HPMS Field Manual (incorporated by reference, see 490.111).
(v) For CRCP the method to collect the data needed to determine the Cracking__Percent metric is described in the HPMS Field Manual (incorporated by reference, see § 490.111) and includes longitudinal cracking and/or punchouts, spalling, or other visible defects.
(vi) For asphalt pavements, the method to collect data needed to determine the rutting metric shall either be:
(A) A 5-Point Collection of Rutting Data method in accordance with AASHTO Standard R48-10, Standard Specification for Transportation Materials and Methods of Sampling and Testing, Standard Practice for Determining Rut Depth in Pavements (incorporated by reference, see § 490.111); or
(B) An Automated Transverse Profile Data method in accordance with the HPMS Field Manual (incorporated by reference, see § 490.111).
(vii) For jointed concrete pavements, the method to collect data needed to determine the faulting metric shall be in accordance with AASHTO Standard R36-13, Standard Specification for Transportation Materials and Methods of Sampling and Testing, Standard Practice for Evaluating Faulting of Concrete Pavements (incorporated by reference, see § 490.111).
(c) State DOTs shall collect data in accordance with the following relevant HPMS requirements to report Through Lanes, Surface Type, and Structure Type.
(1) State DOTs shall collect data:
(i) For the full extent of the mainline highway of the NHS;
(ii) In at least one direction of travel for the Interstate System and in one direction of travel for the non-Interstate NHS; and
(iii) On an annual frequency on the Interstate routes and on at least a biennial frequency on non-Interstate NHS routes.
(2) Estimating data elements from samples of the full extent of the mainline highway is not permitted.
§ 490.311 Calculation of pavement metrics.
(a) The condition metrics and inventory data elements needed to calculate the pavement performance measures shall be calculated in accordance with the HPMS Field Manual (incorporated by reference, see § 490.111), except as noted below.
(b) State DOTs shall calculate metrics in accordance with the following relevant HPMS requirements.
(1) For all pavements, the IRI metric:
(i) Shall be computed from pavement profile data in accordance with AASHTO Standard R43-13, Standard Specification for Transportation Materials and Methods of Sampling and Testing, Standard Practice for Quantifying Roughness of Pavement, 2014, 34th/2014 Edition, AASHTO, 1-56051-606-4 (incorporated by reference, see § 490.111);
(ii) Shall be reported for all pavements as the average value in inches per mile for each section; and
(iii) Shall not be estimated from a PSR or other observation-based method except where permitted in § 490.309(b)(3)(iii).
(2) For asphalt pavements—
(i) The Cracking__Percent metric shall be computed as the percentage of the total area containing visible cracks to the nearest whole percent in each section; and
(ii) The rutting metric shall be computed as the average depth of rutting, in inches to the nearest 0.01 inches, for the section.
(3) For CRCP, the Cracking__Percent metric shall be computed as the percentage of the area of the section to the nearest whole percent exhibiting longitudinal cracking, punchouts, spalling, or other visible defects. Transverse cracking shall not be considered in the Cracking__Percent metric.
(4) For jointed concrete pavements—
(i) The Cracking__Percent metric shall be computed as the percentage of slabs to the nearest whole percent within the section that exhibit cracking;
(ii) Partial slabs shall contribute to the section that contains the majority of the slab length; and
(iii) The faulting metric shall be computed as the average height, in inches to the nearest 0.01 inch, of faulting between pavement slabs for the section.
(5) For the mainline highways on the non-Interstate NHS with posted speed limits of less than 40 MPH—
(i) The present serviceability rating (PSR) may be used as an alternative to the IRI, Cracking__Percent, rutting, and faulting pavement condition metrics.
(ii) The PSR shall be determined as a 0 to 5 value per the procedures prescribed in the HPMS Field Manual.
(iii) Alternative pavement condition methods may be allowed to estimate a PSR with prior approval from FHWA of the method of correlation between their condition determination and PSR as required in the HPMS Field Manual.
(c) State DOTs shall report the four pavement metrics listed in § 490.309(a) as calculated following the requirements in paragraphs (a) and (b) of this section in accordance with the following relevant HPMS requirements:
(1) Pavement condition metrics shall be reported to the HPMS in uniform section lengths of 0.1 mile (528 feet); shorter sections are permitted only at the beginning of a route, the end of a route, at bridges, or other locations where a section length of 0.1 mile is not achievable; and the maximum length of sections shall not exceed 0.11 mile (580.8 feet)
(2) Each measured section shall have a single value for each of the relevant condition metrics. Sections where condition is estimated from PSR will have one value for the overall condition.
(3) The time and location reference shall be reported for each section as follows:
(i) The State__Code, Route__ID, Begin__Point, and End__Point shall be reported as specified in the HPMS field manual (incorporated by reference, see § 490.111) for each of the four condition metrics.
(ii) The Year__Record shall be reported as the four digit year for which the data represents for each of the four condition metrics; and
(iii) The Value__Date shall be reported as the month and year of data collection for each of the four condition metrics.
(4) Sections for the four condition metrics shall be reported to the HPMS for the Interstate System by April 15 of each year for the data collected during the previous calendar year.
(5) Sections for the four condition metrics shall be reported to the HPMS for the non-Interstate NHS by June 15 of each year for the data collected during the previous calendar year(s).
(d) The three inventory data elements, Through__Lanes, Surface__Type, and Structure Type shall be reported to the HPMS as directed in Chapter 4 of the HPMS Field Manual for the entire extent of the NHS.
(1) Section Lengths for the three inventory data items are not required to meet the 0.1 mile nominal length but may be any logical length as defined in the HPMS Field Manual.
(2) The three inventory data elements shall be reported to the HPMS for the Interstate System by April 15 of each year.
(3) The three inventory data elements shall be reported to the HPMS for the non-Interstate NHS by June 15 of the each year that data reporting is required.
§ 490.313 Calculation of performance management measures.
(a) The pavement measures in § 490.307 shall be calculated in accordance with this section and used by State DOTs and MPOs to carry out the pavement condition related requirements of this part, and by FHWA to make the significant progress and minimum condition determinations specified in §§ 490.109 and 490.317, respectively.
(b) The performance measure for pavements shall be calculated based on the data collected in § 490.309 and pavement condition metrics computed in § 490.311. The performance measure for pavements shall be based on three condition ratings of Good, Fair, and Poor calculated for each pavement section. The ratings are determined as follows:
(1) IRI rating shall be determined for all pavement types using the following criteria. If an IRI value of a pavement section is:—
(i) Less than 95, the IRI rating for the pavement section is Good;
(ii) Between 95 and 170, the IRI rating for the pavement section is Fair; and
(iii) Greater than 170, the IRI rating for the pavement section is Poor.
(2) Cracking condition shall be determined using the following criteria:
(i) For asphalt pavement sections—
(A) If the Cracking__Percent value of a section is less than 5 percent, the cracking rating for the pavement section is Good;
(B) If the Cracking__Percent value of a section is equal to or greater than 5 percent and less than or equal to 20 percent the cracking rating for the pavement section is Fair; and
(C) If the Cracking__Percent value of a section is greater than 20 percent the cracking rating for the pavement section is Poor.
(ii) For jointed concrete pavement sections—
(A) If the Cracking__Percent value of a section is less than 5 percent, the cracking rating for the pavement section is Good;
(B) If the Cracking__Percent value of a section is equal to or greater than 5 percent and less than or equal to 15 percent the cracking rating for the pavement section is Fair; and
(C) If the Cracking__Percent value of a section is greater than 15 percent the cracking rating for the pavement section is Poor.
(iii) For CRCP sections:
(A) If the Cracking__Percent value of a section is less than 5 percent, the cracking rating for the pavement section is Good;
(B) If the Cracking__Percent value of a section is equal to or greater than 5 percent and less than or equal to 10 percent, the cracking rating for the pavement section is Fair; and
(C) If the Cracking__Percent value of a section is greater than 10 percent, the cracking rating for the pavement section is Poor.
(3) Rutting or faulting rating shall be determined using the following criteria.
(i) For asphalt pavement:
(A) If the rutting value of a section is less than 0.20 inches, the rutting rating for the pavement section is Good;
(B) If the rutting value of a section is equal to or greater than 0.20 inches and less than or equal to 0.40 inches, the rutting rating for the pavement section is Fair; and
(C) If the rutting value of a section in is greater than 0.40 inches, the rutting rating for the pavement section is Poor.
(ii) For jointed concrete pavement:
(A) If the faulting value of a section is less than 0.10 inches, the faulting rating for the pavement section is Good;
(B) If the faulting value of a section is equal to or greater than 0.10 inches and less than or equal to 0.15 inches, the faulting rating for the pavement section is Fair; and
(C) If the faulting value of a section is greater than 0.15 inches, the faulting rating for the pavement section is Poor.
(4) The FHWA will determine that a reported section in HPMS has a missing, invalid or unresolved data on the dates specified in § 490.317(b) for Interstate System and § 490.109(d)(2) and (d)(4) for non-Interstate NHS, if a reported section does not meet any one of the data requirements specified in §§ 490.309 and 490.311(c) or that reported section does not provide sufficient data to determine its Overall Condition specified in paragraphs (c) through (f) of this section:
(i) Total mainline lane-miles of missing, invalid, or unresolved sections for Interstate System and non-Interstate NHS shall be limited to no more than 5 percent of the total lane miles less the sections excluded in § 490.313(f)(1). For each pavement section without collected its condition metrics and inventory data, State DOTs shall note in the HPMS submittal with a specific code identified in the HPMS Field Manual (incorporated by reference, see § 490.111) noting the reason it was not collected.
(ii) Calculation of overall pavement conditions in any State meeting the requirements of § 490.309(b) shall be based only on sections containing data reported in the HPMS Submittal as of the submission dates required in § 490.311(c)(4) and (5). State DOTs not meeting the requirements of § 490.309(b) will be considered as not in compliance with § 420.105(b) requiring State DOTs to submit data to the HPMS and not in compliance with § 490.107 requiring reporting on performance targets. Failure to report data meeting the requirements of § 490.309(b) by the submission dates for the Interstate System will be considered as not meeting the minimum requirements for pavement conditions on the Interstate System and that State DOT is subject to the penalties in § 490.315.
(c) The Overall condition for asphalt and jointed concrete pavement sections shall be determined based on the ratings for IRI, Cracking__Percent, rutting and faulting, as described in paragraphs (b)(1), (b)(2), (b)(3) and (b)(4) of this section, respectively, for each section as follows:
(1) A pavement section shall be rated an overall condition of Good only if the section is exhibiting Good ratings for all three conditions (IRI, Cracking__Percent, and rutting or faulting);
(2) A pavement section shall be rated an overall condition of Poor if two or more of the three conditions are exhibiting Poor ratings (at least two ratings of Poor for IRI, Cracking__Percent, and rutting or faulting).
(3) A pavement section shall be rated an overall condition of Fair if it does not meet the criteria in paragraphs (c)(1) or (c)(2) of this section.
(4) For sections on roadways where the posted speed limit is less than 40 MPH and where the State DOT has reported PSR in lieu of the IRI, Cracking__Percent, rutting, and faulting metrics the PSR condition level shall be determined using the following criteria:
(i) If the PSR of a section is equal to or greater than 4.0 the PSR rating for the pavement section is Good;
(ii) If the PSR of a section is less than 4.0 and greater than 2.0 the PSR rating for the pavement section is Fair; and
(iii) If the PSR of a section is less than or equal to 2.0 the PSR rating for the pavement section is Poor.
(d) The Overall condition for CRCP sections shall be determined based on two ratings of IRI and Cracking__Percent, as described in paragraphs (b)(1) and (b)(2) of this section or based on PSR where appropriate as described in paragraph (c)(4) of this section, respectively, for each section as follows:
(1) A pavement section shall be rated an overall condition of Good only if the section is exhibiting Good ratings for both conditions (IRI and Cracking__Percent);
(2) A pavement section shall be rated an overall condition of Poor if it exhibits Poor ratings for both conditions (IRI and Cracking__Percent);
(3) A pavement section shall be rated an overall condition of Fair if it does not meet the criteria in paragraphs (d)(1) or (d)(2) of this section.
(4) For pavement sections that are on roadways with a posted speed limit of less than 40 MPH where the State DOT reported the PSR metric in lieu of the IRI, Cracking__Percent, faulting, and rutting metrics the pavement section shall be rated an overall condition equal to the PSR condition rating as described in section (c)(4) above
(e) State DOTs shall not be subject to paragraphs (c) and (d) of this section for Pavements on the until after the data collection cycle ending December 31, 2018, for Interstate highways and December 31, 2021, for the non-Interstate NHS. During this transition period, the Overall condition for all pavement types will be based on IRI rating, as described in paragraph (b)(1) of this section, or on PSR as described in paragraphs (c)(4) or (d)(4) of this section.
(f) The pavement condition measures in § 490.307 shall be computed as described below. The measures shall be used for establishing targets in accordance with § 490.105 and reporting the conditions of the pavements in the biennial performance reporting required in § 490.107 as follows:
(1) Bridges shall be excluded prior to computing all pavement condition measures by removing the sections where the Structure__Type data item in the HPMS is coded as 1. Sections that have an unpaved surface or an “other” surface type (such as cobblestone, planks, brick) shall be excluded prior to computing all pavement condition measures by removing the sections where the Surface Type data item in the HPMS is coded as 1 or as 11.
(2) For § 490.307(a)(1) the measure for percentage of lane-miles of the Interstate System in Good condition shall be computed to the one tenth of a percent as follows:
Where: Good = total number of mainline highway Interstate System sections where the overall condition is Good; g = a section's overall condition is determined Good per paragraphs (b) or (c) of this section; t = an Interstate System section; Total = total number of mainline highway Interstate System sections excluding bridges, unpaved surface and “other” surface types, and missing data sections, described in paragraph (f)(1) and (b)(4)(i) of this section. Begin__Point = Begin Milepost of each section g or t; End Point = End Milepost of each section g or t; and Through__lanes = the number of lanes designated for through-traffic represented by a section g or t.
(3) For § 490.307(a)(2) the measure for percentage of lane-miles of the Interstate System in Poor condition shall be computed to the one tenth of a percent as follows:
Where: Poor = total number of mainline highway Interstate System sections where the overall condition is Poor; p = a section's overall condition is determined Poor per paragraphs (b) or (c) of this section; t = an Interstate System section; Total = total number of mainline highway Interstate System sections excluding bridges, unpaved surface and “other” surface types, and missing data sections, described in paragraph (f)(1) and (b)(4)(i) of this section; Begin__Point = Begin Milepost of each section p or t; End Point = End Milepost of each section p or t; and Through__lanes = the number of lanes designated for through-traffic represented by a section p or t.
(4) For § 490.307(a)(3) the measure for percentage of lane-miles of the non-Interstate NHS in Good condition in § 490.307(a)(3) shall be computed to the one tenth of a percent as follows:
Where: Good = total number of mainline highway non-Interstate NHS sections where the overall condition is Good; g = a section's overall condition is determined Good per paragraphs (b), (c) or (d) of this section; t = a non-Interstate NHS section; Total = total number of mainline highway non-Interstate NHS sections excluding bridges, unpaved surface and “other” surface types, and missing data sections, described in paragraph (f)(1) and (b)(4)(i) of this section; Begin__Point = Begin Milepost of each section g or t; End Point = End Milepost of each section g or t; and Through__lanes = the number of lanes designated for through-traffic represented by a section g or t.
(5) For § 490.307(a)(4) the measure for percentage of lane-miles of the non-Interstate NHS in Poor condition in § 490.307(a)(4) shall be computed to the one tenth of a percent as follows:
Where: Poor = total number of mainline highway non-Interstate NHS sections where the overall condition is Poor; p = a section's overall condition is determined Poor per paragraphs (b), (c) or (d) of this section; t = a non-Interstate NHS section; Total = total number of mainline highway non-Interstate NHS sections excluding bridges, unpaved surface and “other” surface types, and missing data sections, described in paragraph (f)(1) and (b)(4)(i) of this section; Begin__Point = Begin Milepost of each section p or t; End Point = End Milepost of each section p or t; and Through__lanes = the number of lanes designated for through-traffic represented by a section p or t.
§ 490.315 Establishment of minimum level for condition of pavements.
(a) For the purposes of carrying out the requirements of 23 U.S.C. 119(f)(1), the percentage of lane-miles of Interstate System in Poor condition, as computed per § 490.313(e)(3), shall not exceed 5.0 percent except as noted in paragraph (b) of this section.
(b) For the purposes of carrying out the requirements of 23 U.S.C. 119(f)(1), the percentage of lane-miles of Interstate System in Poor condition within the State of Alaska, as computed per § 490.313(e)(3), shall not exceed 10.0 percent.
§ 490.317 Penalties for not maintaining minimum Interstate System pavement condition.
(a) The FHWA shall compute the Percentage of lane-miles of the Interstate System, excluding sections on bridges, in Poor Condition, in accordance with § 490.313(e)(3), for each State annually.
(b) Each year, FHWA shall extract data contained within the HPMS on June 15 that represents conditions from the prior calendar year for Interstate System pavement conditions to carry out paragraph (a) of this section, beginning with data collected during the 2018 calendar year.
(c) The FHWA shall determine if a State DOT is in compliance with § 490.315(a) or § 490.315(b) and 23 U.S.C. 119(f)(1) after the first full year of data collection for the Interstate System and each year thereafter.
(d) The FHWA will notify State DOTs of their compliance with 23 U.S.C. 119(f)(1) prior to October 1 of the year in which the determination was made.
(e) If FHWA determines through conduct of paragraph (d) of this section a State DOT to be out of compliance with 23 U.S.C. 119(f)(1) then the State DOT shall, during the following fiscal year:
(1) Obligate, from the amounts apportioned to the State DOT under 23 U.S.C. 104(b)(1) (for the NHPP), an amount that is not less than the amount of funds apportioned to the State for Federal fiscal year 2009 under the Interstate Maintenance program for the purposes described in 23 U.S.C. 119 (as in effect on the day before the date of enactment of the MAP-21), except that for each year after Federal fiscal year 2013, the amount required to be obligated under this clause shall be increased by 2 percent over the amount required to be obligated in the previous fiscal year; and
(2) Transfer, from the amounts apportioned to the State DOT under 23 U.S.C. 104(b)(2) (for the Surface Transportation Program) (other than amounts sub-allocated to metropolitan areas and other areas of the State under 23 U.S.C. 133(d)) to the apportionment of the State under 23 U.S.C. 104(b)(1), an amount equal to 10 percent of the amount of funds apportioned to the State for fiscal year 2009 under the Interstate Maintenance program for the purposes described in 23 U.S.C. 119 (as in effect on the day before the date of enactment of the MAP-21).
§ 490.319 Other requirements.
(a) In accordance with the HPMS Field Manual (incorporated by reference, see § 490.111), each State DOT shall report the following to the HPMS no later than April 15 each year:
(1) The pavement condition metrics specified in § 490.311 that are necessary to calculate the Interstate System condition measures identified in §§ 490.307(a)(1) and (a)(2) and;
(2) The data elements specified in § 490.309(c) for the Interstate System
(b) In accordance with the HPMS Field Manual (incorporated by reference, see § 490.111), each State DOT shall report to the HPMS no later than June 15 each year the pavement condition metrics specified in § 490.311 that are necessary to calculate the non-Interstate NHS condition measures in §§ 490.307(a)(3) and (a)(4).
(c) Each State DOT shall develop and utilize a Data Quality Management Program, approved by FHWA that addresses the quality of all data collected, regardless of the method of acquisition, to report the pavement condition metrics, discussed in § 490.311, and data elements discussed in § 490.309(c).
(1) In a Data Quality Management Programs, State DOTs shall include, at a minimum, methods and processes for:
(i) Data collection equipment calibration and certification;
(ii) Certification process for persons performing manual data collection;
(iii) Data quality control measures to be conducted before data collection begins and periodically during the data collection program;
(iv) Data sampling, review and checking processes; and
(v) Error resolution procedures and data acceptance criteria.
(2) Not later than 1 year after the effective date of this regulation, State DOTs shall submit their Data Quality Management Program to FHWA for approval. Once FHWA approves a State DOT's Data Quality Management Program, the State DOT shall use that Program to collect and report data required by §§ 490.309 to 490.311. State DOTs also shall submit any proposed significant change to the Data Quality Management Program to FHWA for approval prior to implementing the change.
Subpart D National Performance Management Measures for Assessing Bridge Condition
Source: 82 FR 5968, Jan. 18, 2017, unless otherwise noted.
§ 490.401 Purpose.
The purpose of this subpart is to implement the requirements of 23 U.S.C. 150(c)(3)(A)(ii)(III), which requires the Secretary of Transportation to establish performance measures for the purpose of carrying out the NHPP and for State DOTs and MPOs to use in assessing the condition of bridges carrying the NHS which includes on- and off-ramps connected to the NHS.
§ 490.403 Applicability.
The section is only applicable to bridges carrying the NHS, which includes on- and off-ramps connected to the NHS.
§ 490.405 Definitions.
The following definitions are only applicable to this subpart, unless otherwise provided:
Structurally deficient as used in §§ 490.411 and 490.413 is a classification given to a bridge which has any component in Poor or worse condition or the adequacy of the waterway opening provided by the bridge is determined to be insufficient to the point of causing overtopping with intolerable traffic interruptions. Beginning with calendar year 2018 and thereafter, structurally deficient as used in §§ 490.411 and 490.413 is a classification given to a bridge which has any component in Poor or worse condition.
§ 490.407 National performance management measures for assessing bridge condition.
(a) There are three classifications for the purpose of assessing bridge condition. They are:
(1) Percentage of NHS bridges classified as in Good condition;
(2) Percentage of NHS bridges classified as in Fair condition; and
(3) Percentage of NHS bridges classified as in Poor condition.
(b) [Reserved]
(c) To carry out the NHPP, two of the three classifications are performance measures for State DOTs to use to assess bridge condition on the NHS. They are:
(1) Percentage of NHS bridges classified as in Good condition; and
(2) Percentage of NHS bridges classified as in Poor condition.
(d) Determination of Good and Poor conditions are described in § 490.409.
§ 490.409 Calculation of National performance management measures for assessing bridge condition.
(a) The bridge measures in § 490.407 shall be calculated in accordance with this section and used by State DOTs and MPOs to carry out the bridge condition related requirements of this part and by FHWA to make the significant progress determination specified in § 490.109.
(b) The condition of bridges carrying the NHS, which includes on- and off-ramps connected to the NHS, shall be classified as Good, Fair, or Poor following the criteria specified in this paragraph. The assignment of a classification of Good, Fair, or Poor shall be based on the bridge's condition ratings for NBI Items 58—Deck, 59—Superstructure, 60—Substructure, and 62—Culverts. For the purposes of national performance measures under the NHPP, the method of assessment to determine the classification of a bridge will be the minimum of condition rating method (i.e., the condition ratings for lowest rating of a bridge's 3 NBI Items, 58—Deck, 59—Superstructure, and 60—Substructure). For culverts, the rating of its NBI Item, 62—Culverts, will determine its classification. The bridges carrying the NHS which includes on- and off-ramps connected to the NHS will be classified as Good, Fair, or Poor based on the following criteria:
(1) Good: When the lowest rating of the 3 NBI items for a bridge (Items 58—Deck, 59—Superstructure, 60—Substructure) is 7, 8, or 9, the bridge will be classified as Good. When the rating of NBI item for a culvert (Item 62—Culverts) is 7, 8, or 9, the culvert will be classified as Good.
(2) Fair: When the lowest rating of the 3 NBI items for a bridge is 5 or 6, the bridge will be classified as Fair. When the rating of NBI item for a culvert is 5 or 6, the culvert will be classified as Fair.
(3) Poor: When the lowest rating of the 3 NBI items for a bridge is 4, 3, 2, 1, or 0, the bridge will be classified as Poor. When the rating of NBI item for a culvert is 4, 3, 2, 1, or 0, the culvert will be classified as Poor.
(c) The bridge measures specified in § 490.407(c) shall be calculated for the applicable bridges per paragraph (a) that pertain to each target established by the State DOT or MPO in §§ 490.105(e) and 490.105(f), respectively, as follows:
(1) For § 490.407(c)(1), the measure for the percentage of bridges classified as in Good condition shall be computed and reported to the one tenth of a percent as follows:
Where: GOOD = total number of the applicable bridges, where their condition is Good per paragraph (b)(1) of this section; g = a bridge determined to be in Good condition per paragraph (b)(1) of this section; Length = corresponding value of NBI Item 49—Structure Length for every applicable bridge; Width = corresponding value of NBI Item 52—Deck Width or value of Item 32 Approach Roadway Width for culverts where the roadway is on a fill [i.e., traffic does not directly run on the top slab (or wearing surface) of the culvert] and the headwalls do not affect the flow of traffic for every applicable bridge. s = an applicable bridge per paragraph (b) of this section; and TOTAL = total number of the applicable bridges specified in paragraph (b) of this section.
(2) For § 490.407(c)(2), the measure for the percentage of bridges classified as in Poor condition shall be computed and reported to the one tenth of a percent as follows:
Where: POOR = total number of the applicable bridges, where their condition is Poor per paragraph (b)(3) of this section; p = a bridge determined to be in Poor condition per paragraph (b)(3) of this section; Length = corresponding value of NBI Item 49—Structure Length for every applicable bridge; Width = corresponding value of NBI Item 52—Deck Width or value of Item 32 Approach Roadway Width for culverts where the roadway is on a fill [i.e., traffic does not directly run on the top slab (or wearing surface) of the culvert] and the headwalls do not affect the flow of traffic for every applicable bridge. s = an applicable bridge per paragraph (b) of this section; and
TOTAL = total number of the applicable bridges specified in paragraph (b) of this section.
(d) The measures identified in § 490.407(c) shall be used to establish targets in accordance with § 490.105 and report targets and conditions described in § 490.107.
(e) The NBI Items included in this section are found in the Recording and Coding Guide for the Structure Inventory and Appraisal of the Nation's Bridges, which is incorporated by reference (see § 490.111).
§ 490.411 Establishment of minimum level for condition for bridges.
(a) State DOTs will maintain bridges so that the percentage of the deck area of bridges classified as Structurally Deficient does not exceed 10.0 percent. This minimum condition level is applicable to bridges carrying the NHS, which includes on- and off-ramps connected to the NHS within a State, and bridges carrying the NHS that cross a State border.
(b) For the purposes of carrying out this section and § 490.413, a bridge will be classified as Structurally Deficient when one of its NBI Items, 58—Deck, 59—Superstructure, 60—Substructure, or 62—Culverts, is 4 or less, or when one of its NBI Items, 67—Structural Evaluation or 71—Waterway Adequacy, is 2 or less. Beginning with calendar year 2018 and thereafter, a bridge will be classified as Structurally Deficient when one of its NBI Items, 58—Deck, 59—Superstructure, 60—Substructure, or 62—Culverts, is 4 or less.
(c) For all bridges carrying the NHS, which includes on- and off-ramps connected to the NHS and bridges carrying the NHS that cross a State border, FHWA shall calculate a ratio of the total deck area of all bridges classified as Structurally Deficient to the total deck area of all applicable bridges for each State. The percentage of deck area of bridges classified as Structurally Deficient shall be computed by FHWA to the one tenth of a percent as follows:
Where: Structurally Deficient = total number of the applicable bridges, where their classification is Structurally Deficient per this section and § 490.413; SD = a bridge classified as Structurally Deficient per this section and § 490.413; Length = corresponding value of NBI Item 49—Structure Length for every applicable bridge; Width = corresponding value of NBI Item 52—Deck Width Beginning with calendar year 2018 and thereafter, Width = corresponding value of NBI Item 52—Deck Width or value of Item 32 Approach Roadway Width for culverts where the roadway is on a fill [i.e., traffic does not directly run on the top slab (or wearing surface) of the culvert] and the headwalls do not affect the flow of traffic for every applicable bridge. s = an applicable bridge per this section and § 490.413; and TOTAL = total number of the applicable bridges specified in this section and § 490.413.
(d) The FHWA will annually determine the percentage of the deck area of NHS bridges classified as Structurally Deficient for each State DOT and identify State DOTs that do not meet the minimum level of condition for NHS bridges based on data cleared in the NBI as of June 15 of each year. The FHWA will notify State DOTs of their compliance with 23 U.S.C. 119(f)(2) prior to October 1 of the year in which the determination was made.
(e) For the purposes of carrying out this section, State DOTs will annually submit their most current NBI data on highway bridges to FHWA no later than March 15 of each year.
(f) The NBI Items included in this section are found in the Recording and Coding Guide for the Structure Inventory and Appraisal of the Nation's Bridges, which is incorporated by reference (see § 490.111).
§ 490.413 Penalties for not maintaining bridge condition.
(a) If FHWA determines for the 3-year period preceding the date of the determination, that more than 10.0 percent of the total deck area of bridges in the State on the NHS is located on bridges that have been classified as Structurally Deficient, the following requirements will apply.
(1) During the fiscal year following the determination, the State DOT shall obligate and set aside in an amount equal to 50 percent of funds apportioned to such State for fiscal year 2009 to carry out 23 U.S.C. 144 (as in effect the day before enactment of MAP-21) from amounts apportioned to a State for a fiscal year under 23 U.S.C. 104(b)(1) only for eligible projects on bridges on the NHS.
(2) The set-aside and obligation requirement for bridges on the NHS in a State in paragraph (a) of this section for a fiscal year shall remain in effect for each subsequent fiscal year until such time as less than 10 percent of the total deck area of bridges in the State on the NHS is located on bridges that have been classified as Structurally Deficient as determined by FHWA.
(b) The FHWA will make the first determination by October 1, 2016, and each fiscal year thereafter.
Subpart E National Performance Management Measures To Assess Performance of the National Highway System
Source: 82 FR 6042, Jan. 18, 2017, unless otherwise noted.
§ 490.501 Purpose.
The purpose of this subpart is to implement the requirements of 23 U.S.C. 150(c)(3)(A)(ii)(IV) and (V) to establish performance measures for State Departments of Transportation (State DOTs) and Metropolitan Planning Organizations (MPOs) to use to assess:
(a) Performance of the Interstate System; and
(b) Performance of the non-Interstate National Highway System (NHS).
§ 490.503 Applicability.
(a) The performance measures are applicable to those portions of the mainline highways on the NHS as provided in paragraphs (a)(1) and (2) of this section (and in more detail in § 490.507):
(1) The Travel Time Reliability measures in § 490.507(a) are applicable to all directional mainline highways on the Interstate System and non-Interstate NHS.
(2) [Reserved]
(b) [Reserved]
[82 FR 6031, Jan. 18, 2017, as amended at 83 FR 24936, May 31, 2018; 88 FR 85392, Dec. 7, 2023; 90 FR 16466, Apr. 18, 2025]
§ 490.505 Definitions.
All definitions in § 490.101 apply to this subpart. Unless otherwise specified in this subpart, the following definitions apply to this subpart:
Level of Travel Time Reliability is a comparison, expressed as a ratio, of the 80th percentile travel time of a reporting segment to the “normal” (50th percentile) travel time of a reporting segment occurring throughout a full calendar year.
Normal Travel Time (or 50th percentile travel time) is the time of travel to traverse the full extent of a reporting segment which is greater than the time for 50 percent of the travel in a calendar year to traverse the same reporting segment.
Travel time cumulative probability distribution means a representation of all the travel times for a road segment during a defined reporting period (such as annually) presented in a percentile ranked order as provided in the travel time data set. The normal (50th percentile) and 80th percentile travel times used to compute the Travel Time Reliability measures may be identified by the travel time cumulative probability distribution.
[82 FR 6031, Jan. 18, 2017, as amended at 83 FR 24936, May 31, 2018; 88 FR 85392, Dec. 7, 2023; 90 FR 16466, Apr. 18, 2025]
§ 490.507 National performance management measures for system performance.
There are two performance measures to assess the performance of the Interstate System and the performance of the non-Interstate NHS for the purpose of carrying out the National Highway Performance Program (referred to collectively as the NHS Performance measures).
(a) Two measures are used to assess reliability (referred to collectively as the Travel Time Reliability measures). They are:
(1) Percent of the person-miles traveled on the Interstate that are reliable (referred to as the Interstate Travel Time Reliability measure); and
(2) Percent of person-miles traveled on the non-Interstate NHS that are reliable (referred to as the Non-Interstate Travel Time Reliability measure).
(b) [Reserved]
[82 FR 6031, Jan. 18, 2017, as amended at 83 FR 24936, May 31, 2018; 88 FR 85392, Dec. 7, 2023; 90 FR 16466, Apr. 18, 2025]
§ 490.509 Data requirements.
(a) Travel time data needed to calculate the Travel Time Reliability measures in § 490.507(a) shall come from the travel time data set, as specified in § 490.103(e).
(1) State DOTs, in coordination with MPOs, shall define reporting segments in accordance with § 490.103(f). Reporting segments must be contiguous so that they cover the full extent of the mainline highways of the NHS in the State.
(2) [Reserved]
(b) State DOTs shall not replace missing travel times when data are not available in the travel time data set (data not reported, or reported as “0” or null) as specified in § 490.511(b)(1)(v).
(c) AADT needed to calculate the Travel Time Reliability measures will be used, as reported to HPMS in June of the reporting year, to assign an annual volume to each reporting segment. Annual volume will be calculated as:
Annual Volume = AADT × 365 days
(d) The average occupancy factors for the State and/or metropolitan area (as applicable) needed to calculate Travel Time Reliability measures shall come from the most recently available data tables published by FHWA unless using other allowed data source(s).
(e) If an NHS roadway is closed, the State DOT is not required to include those time periods for those segments of road in the calculations required for the Level of Travel Time Reliability (LOTTR) metric (see § 490.511(a)(1)).
[82 FR 6031, Jan. 18, 2017, as amended at 83 FR 24936, May 31, 2018; 88 FR 85392, Dec. 7, 2023; 90 FR 16466, Apr. 18, 2025]
§ 490.511 Calculation of National Highway System performance metrics.
(a) Two performance metrics are required for the NHS Performance measures specified in § 490.507. These are:
(1) Level of Travel Time Reliability (LOTTR) for the Travel Time Reliability measures in § 490.507(a) (referred to as the LOTTR metric).
(2) [Reserved]
(b) The State DOT shall calculate the LOTTR metrics for each NHS reporting segment in accordance with the following:
(1) Data sets shall be created from the travel time data set to be used to calculate the LOTTR metrics. This data set shall include, for each reporting segment, a ranked list of average travel times for all traffic (“all vehicles” in NPMRDS nomenclature), to the nearest second, for 15 minute periods of a population that:
(i) Includes travel times occurring between the hours of 6 a.m. and 10 a.m. for every weekday (Monday-Friday) from January 1st through December 31st of the same year;
(ii) Includes travel times occurring between the hours of 10 a.m. and 4 p.m. for every weekday (Monday-Friday) from January 1st through December 31st of the same year;
(iii) Includes travel times occurring between the hours of 4 p.m. and 8 p.m. for every weekday (Monday-Friday) from January 1st through December 31st of the same year; and
(iv) Includes travel times occurring between the hours of 6: a.m. and 8: p.m. for every weekend day (Saturday-Sunday) from January 1st through December 31st of the same year.
(2) The Normal Travel Time (50th percentile) shall be determined from each data set defined under paragraph (b)(1) of this section as the time in which 50 percent of the times in the data set are shorter in duration and 50 percent are longer in duration. The 80th percentile travel time shall be determined for each data set defined under paragraph (b)(1) of this section as the time in which 80 percent of the times in the data set are shorter in duration and 20 percent are longer in duration. Both the Normal and 80th percentile travel times can be determined by plotting the data on a travel time cumulative probability distribution graph or using the percentile functions available in spreadsheet and other analytical tools.
(3) Four LOTTR metrics shall be calculated for each reporting segment; one for each data set defined under paragraph (b)(1) of this section as the 80th percentile travel time divided by the 50th percentile travel time and rounded to the nearest hundredth.
(c)-(d) [Reserved]
(e) Starting in 2018 and annually thereafter, State DOTs shall report the LOTTR metrics, defined in paragraph (b) of this section, in accordance with HPMS Field Manual by June 15th of each year for the previous year's measures.
(1) Metrics are reported to HPMS by reporting segment. All reporting segments where the NPMRDS is used shall be referenced by NPMRDS TMC(s) or HPMS section(s). If a State DOT elects to use, in part or in whole, the equivalent data set, all reporting segment shall be referenced by HPMS section(s); and
(2) The LOTTR metric (to the nearest hundredths) for each of the four time periods identified in paragraphs (b)(1)(i) through (iv) of this section: the corresponding 80th percentile travel times (to the nearest second), the corresponding Normal (50th percentile) Travel Times (to the nearest second), and directional AADTs. If a State DOT does not elect to use FHWA supplied occupancy factor, as provided in § 490.507(d), that State DOT shall report vehicle occupancy factor (to the nearest tenth) to HPMS.
(f) [Reserved]
[82 FR 6031, Jan. 18, 2017, as amended at 83 FR 24936, May 31, 2018; 88 FR 85393, Dec. 7, 2023; 90 FR 16466, Apr. 18, 2025]
§ 490.513 Calculation of National Highway System performance measures.
(a) The NHS Performance measures in § 490.507 shall be calculated in accordance with this section by State DOTs and MPOs to carry out the Interstate System and non-Interstate NHS performance-related requirements of this part, and by FHWA to make the significant progress determinations specified in § 490.109 and to report on system performance.
(b) The Interstate Travel Time Reliability measure specified in § 490.507(a)(1) shall be computed to the nearest tenth of a percent as follows:
Where: R = total number of Interstate System reporting segments that are exhibiting an LOTTR below 1.50 during all of the time periods identified in § 490.511(b)(1)(i) through (iv); I = Interstate System reporting segment “i”; SLi = length, to the nearest thousandth of a mile, of Interstate System reporting segment “i”; AVi = total annual traffic volume to the nearest single vehicle, of the Interstate System reporting segment “i”; J = geographic area in which the reporting segment “i” is located where a unique occupancy factor has been determined; OFi = occupancy factor for vehicles on the NHS within a specified geographic area within the State/Metropolitan planning area; and T = total number of Interstate System reporting segments.
(c) The Non-Interstate Travel Time Reliability measure specified in § 490.507(a)(2) shall be computed to the nearest tenth of a percent as follows:
Where: R = total number of non-Interstate NHS reporting segments that are exhibiting an LOTTR below 1.50 during all of the time periods identified in § 490.511(b)(1)(i) through (iv); i = non-Interstate NHS reporting segment “i”; SLi = length, to the nearest thousandth of a mile, of non-Interstate NHS reporting segment “i”; AVi = total annual traffic volume to the nearest 1 vehicle, of the Interstate System reporting segment “i”; j = geographic area in which the reporting segment “i” is located where a unique occupancy factor has been determined; OFj = occupancy factor for vehicles on the NHS within a specified geographic area within the State/Metropolitan planning area; and T = total number of non-Interstate NHS reporting segments.
[82 FR 6031, Jan. 18, 2017, as amended at 83 FR 24936, May 31, 2018; 88 FR 85393, Dec. 7, 2023; 90 FR 16466, Apr. 18, 2025]
§ 490.515 [Reserved]
Subpart F National Performance Management Measures To Assess Freight Movement on the Interstate System
Source: 82 FR 6044, Jan. 18, 2017, unless otherwise noted.
§ 490.601 Purpose.
The purpose of this subpart is to implement the requirements of 23 U.S.C. 150(c)(6) to establish performance measures for State Departments of Transportation (State DOTs) and the Metropolitan Planning Organizations (MPOs) to use to assess the national freight movement on the Interstate System.
§ 490.603 Applicability.
The performance measures to assess the national freight movement are applicable to the Interstate System.
§ 490.605 Definitions.
The definitions in § 490.101 apply to this subpart.
§ 490.607 National performance management measures to assess freight movement on the Interstate System.
The performance measure to assess freight movement on the Interstate System is the: Truck Travel Time Reliability (TTTR) Index (referred to as the Freight Reliability measure).
§ 490.609 Data requirements.
(a) Travel time data needed to calculate the Freight Reliability measure in § 490.607 shall come from the travel time data set, as specified in § 490.103(e).
(b) State DOTs, in coordination with MPOs, shall define reporting segments in accordance with § 490.103(f). Reporting segments must be contiguous so that they cover the full extent of the directional mainline highways of the Interstate in the State.
(c) When truck travel times are not available in the travel time data set (data not reported, or reported as “0” or null) as specified in § 490.611(a)(1)(ii) for a given 15 minute interval, State DOTs shall replace the missing travel time with an observed travel time that represents all traffic on the roadway during the same 15 minute interval (“all vehicles” in NPMRDS nomenclature).
(d) If an NHS roadway is closed, the State DOT is not required to include those time periods for those segments of road in the calculations required for the Freight Reliability metric/measure.
§ 490.611 Calculation of Truck Travel Time Reliability metrics.
(a) The State DOT shall calculate the TTTR Index metric (referred to as the TTTR metric) for each Interstate System reporting segment in accordance with the following:
(1) A truck travel time data set shall be created from the travel time data set to be used to calculate the TTTR metric. This data set shall include, for each reporting segment, a ranked list of average truck travel times, to the nearest second, for 15 minute periods of a 24-hour period for an entire calendar year that:
(i) Includes “AM Peak” travel times occurring between the hours of 6 a.m. and 10 a.m. for every weekday (Monday -Friday) from January 1st through December 31st of the same year;
(ii) Includes “Mid Day” travel times occurring between the hours of 10 a.m. and 4 p.m. for every weekday (Monday-Friday) from January 1st through December 31st of the same year;
(iii) Includes “PM Peak” travel times occurring between the hours of 4 p.m. and 8 p.m. for every weekday (Monday-Friday) from January 1st through December 31st of the same year;
(iv) Includes “Overnight” travel times occurring between the hours of 8 p.m. and 6 a.m. for every day (Sunday-Saturday) from January 1st through December 31st of the same year; and
(v) Includes “Weekend” travel times occurring between the hours of 6 a.m. and 8 p.m. for every weekend day (Saturday-Sunday) from January 1st through December 31st of the same year.
(2) The Normal Truck Travel Time (50th percentile) shall be determined from each of the truck travel time data sets defined under paragraph (a)(1) of this section as the time in which 50 percent of the times in the data set are shorter in duration and 50 percent are longer in duration. The 95th percentile truck travel time shall be determined from each of the truck travel time data sets defined under paragraph (a)(1) of this section as the time in which 95 percent of the times in the data set are shorter in duration. Both the Normal and 95th percentile truck travel times can be determined by plotting the data on a travel time cumulative probability distribution graph or using the percentile functions available in spreadsheet and other analytical tools.
(3) Five TTTR metrics shall be calculated for each reporting segment; one for each data set defined under paragraph (a)(1) of this section as the 95th percentile travel time divided by the Normal Truck Travel Time and rounded to the nearest hundredth.
(b) Starting in 2018 and annually thereafter, State DOTs shall report the TTTR metrics, as defined in this section, in accordance with the HPMS Field Manual by June 15th of each year for the previous year's Freight Reliability measures.
(1) All metrics shall be reported to HPMS by reporting segments. When the NPMRDS is used metrics shall be referenced by NPMRDS TMC(s) or HPMS section(s). If a State DOT elects to use, in part or in whole, the equivalent data set, all reporting segment shall be referenced by HPMS section(s).
(2) The TTTR metric shall be reported to HPMS for each reporting segment (to the nearest hundredths) for each of the five time periods identified in paragraphs (a)(1)(i) through (v) of this section; the corresponding 95th percentile travel times (to the nearest second) and the corresponding normal (50th percentile) travel times (to the nearest second).
§ 490.613 Calculation of Freight Reliability measure.
(a) The performance for freight movement on the Interstate in § 490.607 (the Freight Reliability measure) shall be calculated in accordance with this section by State DOTs and MPOs to carry out the freight movement on the Interstate System related requirements of this part, and by FHWA to make the significant progress determinations specified in § 490.109 and to report on freight performance of the Interstate System.
(b) The Freight Reliability measure shall be computed to the nearest hundredth as follows:
Where: i = An Interstate System reporting segment; maxTTTRi = The maximum TTTR of the five time periods in paragraphs (a)(1)(i) through (v) of § 490.611, to the nearest hundredth, of Interstate System reporting segment “i”; SLi = Segment length, to the nearest thousandth of a mile, of Interstate System reporting segment “i”; and T= A total number of Interstate System reporting segments.
Subpart G National Performance Management Measure for Assessing the Congestion Mitigation and Air Quality Improvement Program—Traffic Congestion
Source: 82 FR 6045, Jan. 18, 2017, unless otherwise noted.
§ 490.701 Purpose.
The purpose of this subpart is to implement the requirements of 23 U.S.C. 150(c)(5)(A) to establish performance measures for State DOTs and the MPOs to use in assessing CMAQ Traffic Congestion for the purpose of carrying out the CMAQ program.
§ 490.703 Applicability.
The CMAQ Traffic Congestion performance measures are applicable to all urbanized areas that include NHS mileage and with a population over 1 million for the first performance period and in urbanized areas with a population over 200,000 for the second and all other performance periods, that are, in all or part, designated as nonattainment or maintenance areas for ozone (O3), carbon monoxide (CO), or particulate matter (PM10 and PM2.5) National Ambient Air Quality Standards (NAAQS).
§ 490.705 Definitions.
All definitions in § 490.101 apply to this subpart. Unless otherwise specified, the following definitions apply in this subpart:
Excessive delay means the extra amount of time spent in congested conditions defined by speed thresholds that are lower than a normal delay threshold. For the purposes of this rule, the speed threshold is 20 miles per hour (mph) or 60 percent of the posted speed limit, whichever is greater.
Peak Period is defined as weekdays from 6 a.m. to 10 a.m. and either 3 p.m. to 7 p.m. or 4 p.m. to 8 p.m. State DOTs and MPOs may choose whether to use 3 p.m. to 7 p.m. or 4 p.m. to 8 p.m.
§ 490.707 National performance management measures for traffic congestion.
There are two performance measures to assess traffic congestion for the purpose of carrying out the CMAQ program (referred to collectively as the CMAQ Traffic Congestion measures. They are:
(a) Annual Hours of Peak Hour Excessive Delay (PHED) Per Capita (referred to as the PHED measure); and
(b) Percent of Non-SOV Travel.
§ 490.709 Data requirements.
(a) Travel time data needed to calculate the PHED measure in § 490.707(a) shall come from the travel time data set, as specified in § 490.103(e).
(b) State DOTs, in coordination with MPOs, shall define reporting segments in accordance with § 490.103(f). Reporting segments must be contiguous so that they cover the full extent of the directional mainline highways of the NHS in the urbanized area(s).
(c) State DOTs shall develop hourly traffic volume data for each reporting segment as follows:
(1) State DOTs shall measure or estimate hourly traffic volumes for Peak Periods on each weekday of the reporting year by using either paragraph (c)(1)(i) or (ii) of this section.
(i) State DOTs may use hourly traffic volume counts collected by continuous count stations and apply them to multiple reporting segments; or
(ii) State DOTs may use Annual Average Daily Traffic (AADT) reported to the HPMS to estimate hourly traffic volumes when no hourly volume counts exist. In these cases the AADT data used should be the most recently available, but not more than 2 years older than the reporting period (e.g., if reporting for calendar year 2018, AADT should be from 2016 or 2017) and should be split to represent the appropriate direction of travel of the reporting segment.
(2) State DOTs shall assign hourly traffic volumes to each reporting segment by hour (e.g., between 8 a.m. and 8:59 a.m.).
(3) State DOTs shall report the methodology they use to develop hourly traffic volume estimates to FHWA no later than 60 days before the submittal of the first Baseline Performance Period Report.
(4) If a State DOT elects to change the methodology it reported under paragraph (c)(3) of this section, then the State DOT shall submit the changed methodology no later than 60 days before the submittal of next State Biennial Performance Report required in § 490.107(b).
(5) If an NHS roadway is closed, the State DOT is not required to include those time periods for the segment of road in the calculation required for this metric and measure.
(d) State DOTs shall develop annual vehicle classification data for each reporting segment using data as follows:
(1) State DOTs shall measure or estimate the percentage of cars, buses, and trucks, relative to total AADT for each segment using either paragraph (d)(1)(i) or (ii) of this section.
(i) State DOTs may use annual traffic volume counts collected by continuous count stations to estimate the annual percent share of traffic volumes for cars, buses, and trucks for each segment; or
(ii) State DOTs may use AADT reported to the HPMS to estimate the annual percent share of traffic volumes for cars, buses, and trucks, where:
(A) Buses = value in HPMS Data Item “AADT__Single__Unit”;
(B) Trucks = value in HPMS Data Item “AADT__Combination”; and
(C) Cars = subtract values for Buses and Trucks from the value in HPMS Data Item “AADT”.
(iii) If a State DOT uses the data reported to the HPMS in paragraph (d)(1)(ii) of this section, then the data values should be split to represent the appropriate direction of travel of the reporting segment.
(2) State DOTs shall report the methodology they use to develop annual percent share of traffic volume by vehicle class to FHWA no later than 60 days before the submittal of the first Baseline Performance Period Report.
(3) If a State DOT elects to change the methodology it reported under paragraph (d)(2) of this section, then the State DOT shall submit the changed methodology no later than 60 days before the submittal of next State Biennial Performance Report required in § 490.107(b).
(e) State DOTs shall develop annual average vehicle occupancy (AVO) factors for cars, buses, and trucks in applicable urbanized areas using either method under paragraph (e)(1)(i) or (ii) of this section.
(1) State DOTs shall measure or estimate annual vehicle occupancy factors for cars, buses, and trucks in applicable urbanized areas.
(i) State DOTs shall use estimated annual vehicle occupancy factors for cars, buses, and trucks in urbanized areas provided by FHWA; and/or
(ii) State DOTs may use an alternative estimate of annual vehicle occupancy factors for a specific reporting segment(s) for cars, buses, and trucks in urbanized areas, provided that it is more specific than the data provided by FHWA.
(f) All State DOTs and MPOs contributing to the unified target for the applicable area as specified in § 490.105(d)(2) shall agree to using one of the methods specified in paragraph (f)(1)(i), (ii), or (iii) of this section to identify the data that will be used to determine the Percent of Non-SOV Travel for the applicable urbanized area.
(1) The data to determine the Percent of Non-SOV Travel measure shall be developed using any one of the following methods.
(i) Method A—American Community Survey. Populations by predominant travel to commute to work may be identified from Table DP03 of the American Community Survey using the totals by transportation mode listed within the “Commuting to Work” subject heading under the “Estimate” column of the table. The “5 Year Estimate” DP03 table using a geographic filter that represents the applicable “Urban Area” shall be used to identify these populations. The Percent of Non-SOV Travel measure shall be developed from the most recent data as of August 15th of the year in which the State Biennial Performance Report is due to FHWA.
(ii) Method B—local survey. The Percent of Non-SOV Travel may be estimated from a local survey focused on either work travel or household travel for the area and conducted as recently as 2 years before the beginning of the performance period. The survey method shall estimate travel mode choice for the full urbanized area using industry accepted methodologies and approaches resulting in a margin of error that is acceptable to industry standards, allow for updates on at least a biennial frequency, and distinguish non-SOV travel occurring in the area as a percent of all work or household travel.
(iii) Method C—system use measurement. The volume of travel using surface modes of transportation may be estimated from measurements of actual use of each transportation mode. Sample or continuous measurements may be used to count the number of travelers using different surface modes of transportation. The method used to count travelers shall estimate the total volume of annual travel for the full urbanized area within a margin of error that is acceptable to industry standards and allows for updates on at least a biennial frequency. The method shall include sufficient information to calculate the amount of non-SOV travel occurring in the area as a percentage of all surface transportation travel. State DOTs are encouraged to report use counts to FHWA that are not included in currently available national data sources.
(2) State DOTs shall report the data collection method that is used to determine the Percent of Non-SOV Travel measure for each applicable urbanized area in the State to FHWA in their first Baseline Performance Period Report required in § 490.107(b)(1). The State DOT shall include sufficient detail to understand how the data are collected if either Method B or Method C are used for the urbanized area. This method shall be used for the full performance period for each applicable urbanized area.
(3) If State DOTs and MPOs that contribute to an applicable urbanized area elect to change the data collection method reported under paragraph (f)(2) of this section, then each respective State DOT shall report this change in their next Baseline Performance Report required in § 490.107(b)(1). The new method reported as a requirement of this paragraph shall not be used until the beginning of the next performance period for the Baseline Performance Report in which the method was reported to be changed.
(g) Populations of urbanized areas shall be as identified based on the most recent annual estimates published by the U.S. Census available 1 year before the State DOT Baseline Performance Period Report is due to FHWA to identify applicability of the CMAQ Traffic Congestion measures in § 490.707(a) and (b) for each performance period, as described in § 490.105(e)(8)(iii)(D) and (f)(5)(iii)(D). For computing the PHED measure in § 490.713(b), the most recent annual population estimate published by the U.S. Census, at the time when the State DOT Biennial Performance Period Report is due to FHWA shall be used.
(h) Nonattainment and maintenance area determinations for the CMAQ Traffic Congestion measures:
(1) The CMAQ Traffic Congestion measures apply to nonattainment and maintenance areas. Such areas shall be identified based on the effective date of U.S. EPA's designations under the NAAQS in 40 CFR part 81, as of the date 1 year before the State DOT Baseline Performance Period Report is due to FHWA.
(2) The nonattainment and maintenance areas to which the CMAQ Traffic Congestion measures applies shall be revised if, on the date 1 year before the State DOT Mid Performance Period Progress Report is due to FHWA, the area is no longer in nonattainment or maintenance for a criteria pollutant included in § 490.703.
§ 490.711 Calculation of Peak Hour Excessive Delay metric.
(a) The performance metric required to calculate the measure specified in § 490.707(a) is Total Peak Hour Excessive Delay (person-hours)(referred to as the PHED metric). The following paragraphs explain how to calculate this PHED metric.
(b) State DOTs shall use the following data to calculate the PHED metric:
(1) Travel times of all traffic (“all vehicles” in NPMRDS nomenclature) during each 15 minute interval for all applicable reporting segments in the travel time data set occurring for peak periods from January 1st through December 31st of the same year;
(2) The length of each applicable reporting segment, reported as required under § 490.709(b);
(3) Hourly volume estimation for all days and for all reporting segments where excessive delay is measured, as specified in § 490.709(c);
(4) Annual vehicle classification data for all days and for all reporting segments where excessive delay is measured, as specified in § 490.709(d); and
(5) Annual vehicle occupancy factors for cars, buses, and trucks for all days and for all reporting segments where excessive delay is measured, as specified in § 490.709(e).
(c) The State DOT shall calculate the “excessive delay threshold travel time” for all applicable travel time segments as follows:
Where: Excessive Delay Threshold Travel Times = the time of travel, to the nearest whole second, to traverse the Travel Time Segment at which any longer measured travel times would result in excessive delay for the travel time segment “”; Travel Time Segment Lengths = total length of travel time segment to the nearest thousandth of a mile for travel time reporting segment “”; and Threshold Speeds = the speed of travel at which any slower measured speeds would result in excessive delay for travel time reporting segment “.” As defined in § 490.705, the speed threshold is 20 miles per hour (mph) or 60 percent of the posted speed limit travel time reporting segment “s,” whichever is greater.
(d) State DOTs shall determine the “excessive delay” for each 15 minute bin of each reporting segment for every hour and every day in a calendar year as follows:
(1) The travel time segment delay (RSD) shall be calculated to the nearest whole second as follow:
RSDs,b − Excessive Delay Threshold Travel Times and RSDs,b ≤ 900 seconds
Where: RSDs,b = travel time segment delay, calculated to the nearest whole second, for a 15-minute bin “b” of travel time reporting segment “s” for in a day in a calendar year. RSD(s)b not to exceed 900 seconds; Travel times,b = a measured travel time, to the nearest second, for 15-minute time bin “b” recorded for travel time reporting segment “s”; Excessive Delay Threshold Travel Times = The maximum amount of time, to the nearest second, for a vehicle to traverse through travel time segment “s” before excessive delay would occur, as specified in paragraph (c) of this section; b = a 15-minute bin of a travel time reporting segment “s”; and s = a travel time reporting segment.
(2) Excessive delay, the additional amount of time to traverse a travel time segment in a 15-minute bin as compared to the time needed to traverse the travel time segment when traveling at the excessive delay travel speed threshold, shall be calculated to the nearest thousandths of an hour as follows:
Where: Excessive Delays,b = excessive delay, calculated to the nearest thousandths of an hour, for 15-minute bin “b” of travel time reporting segment “s”; RSDs,b = the calculated travel time reporting segment delay for fifteen minute bin “b” of a travel time reporting segment “s,” as described in paragraph (d)(1) of this section; b = a fifteen minute bin of a travel time reporting segment “s”; and s = a travel time reporting segment.
(e) State DOTs shall use the hourly traffic volumes as described in § 490.709(c) to calculate the PHED metric for each reporting segment as follows:
Where: Total Excessive Delays (in person-hours) = the sum of the excessive delay, to the nearest thousandths, for all traffic traveling through single travel time reporting segment “s” on NHS within an urbanized area, specified in § 490.703, accumulated over the full reporting year;
AVO = Average Vehicle Occupancy;
s = a travel time reporting segment;
d = a day of the reporting year;
TD = total number of days in the reporting year;
h = single hour interval of the day where the first hour interval is 12 a.m. to 12:59 a.m.;
TH = total number of hour intervals in day “h”;
b = 15-minute bin for hour interval “h”;
TB = total number of 15-minute bins where travel times are recorded in the travel time data set for hour interval “h”;
Excessive Delays,b,h,d = calculated excessive travel time, in hundredths of an hour, for 15 minute bin (), hour interval (h), day (d), and travel time segment (s), as described in paragraph (d)(2) of this section; and
Where the equation equals hourly traffic volume, to the nearest tenth, for hour interval “h” and day “d” that corresponds to 15-minute bin “b” and travel time reporting segment “s” divided by 4. For example, the 9 a.m. to 9:15 a.m. minute bin would be assigned one fourth of the hourly traffic volume for the 9 a.m. to 9:59 a.m. hour on the roadway in which travel time segment is included;
AVO = (PC × AVOC) + (PB × AVOB) + (PT × AVOT)
Where: PC = the percent of cars as a share of total AADT on the segment as specified in § 490.709(d); PB = the percent of buses as a share of total AADT on the segment as specified in § 490.709(d); PT = the percent of trucks as a share of total AADT on the segment as specified in § 490.709(d); AVOC = the average vehicle occupancy of cars as specified in § 490.709(e); AVOB = the average vehicle occupancy of buses as specified in § 490.709(e); and AVOT = the average vehicle occupancy of trucks as specified in § 490.709(e).
(f) Starting in 2018 and annually thereafter, State DOTs shall report the PHED metric (to the nearest one hundredth hour) in accordance with HPMS Field Manual by June 15th of each year for the previous year's PHED measures. The PHED metric shall be reported for each reporting segment. All reporting segments of the NPMRDS shall be referenced by NPMRDS TMC or HPMS section(s). If a State DOT elects to use, in part or in whole, the equivalent data set, all reporting segments shall be referenced by HPMS sections.
§ 490.713 Calculation of Traffic Congestion measures.
(a) The performance measures in § 490.707 shall be computed in accordance with this section by State DOTs and MPOs to carry out CMAQ traffic congestion performance-related requirements of this part and by FHWA to report on traffic congestion performance.
(b) The performance measure for CMAQ traffic congestion specified in § 490.707, Annual Hours of Peak Hour Excessive Delay Per Capita (the PHED measure), shall be computed to the nearest tenth, and by summing the PHED metrics of all reporting segments in each of the urbanized area, specified in § 490.703, and dividing it by the population of the urbanized area to produce the PHED measure. The equation for calculating the PHED measure is as follows:
Where: Annual Hours of Peak Hour Excessive Delay per Capita = the cumulative hours of excessive delay, to the nearest tenth, experienced by all people traveling through all reporting segments during peak hours in the applicable urbanized area for the full reporting calendar year; s = travel time reporting segment within an urbanized area, specified in § 490.703; T = total number of travel time reporting segments in the applicable urbanized area; Total Population = total hours of excessive delay in § 490.711(e) for all people traveling through travel time reporting segment “s” during a calendar year (as defined in § 490.711(f)); and Total Population = the total population in the applicable urbanized area from the most recent annual population published by the U.S. Census at the time that the State Biennial Performance Period Report is due to FHWA.
(c) Calculation for the PHED measure, described in paragraph (b) of this section, and target establishment for the measure shall be phased-in under the requirements in § 490.105(e)(8)(vi) and (f)(5)(vi).
(d) The performance measure for CMAQ traffic congestion specified in § 490.707(b), Percent of Non-SOV Travel, shall be computed as specified in paragraphs (d)(1) through (3) of this section corresponding to the method reported by the State DOT to collect travel data for the applicable area under § 490.709(f)(2).
(1) Method A—American Community Survey. The Percent of Non-SOV Travel shall be calculated to the nearest tenth of a percent using the following formula:
Percent of Non-SOV Travel = 100% − % SOV
Where: Percent of Non-SOV Travel = percent of commuting working population, to the nearest tenth of a percent, that predominantly do not commute by driving alone in a car, van, or truck, including travel avoided by telecommuting; and % SOV = percent estimate for “Car, truck, or van—drive alone”.
(2) Method B—local survey. The Percent of Non-SOV Travel shall be calculated using the data derived from local survey results as specified in § 490.709(f)(1)(ii). The Percent of Non-SOV Travel measure shall be calculated to represent travel that is not occurring by driving alone in a motorized vehicle, including travel avoided by telecommuting, as a percentage of all surface transportation occurring in the applicable area. The Percent of Non-SOV Travel measure shall be calculated to the nearest tenth of a percent.
(3) Method C—system use measurement. The Percent of Non-SOV Travel shall be calculated to the nearest tenth of a percent from the data collected from system use measurements as specified in § 490.709(f)(1)(iii) using the general form of the following formula:
Where: Percent of Non-SOV Travel = percentage of travel, to the nearest tenth of a percent, that is not occurring by driving alone in a motorized vehicle, including travel avoided by telecommuting Volumenon-SOVVolume = Annual volume of person travel occurring while driving alone in a motorized vehicle; and VolumeSOV = Annual volume of person travel occurring on modes other than driving alone in a motorized vehicle, calculated as:
Where: m = travel mode (modes other than driving alone in a motorized vehicle, including travel avoided by telecommuting); Volume m = annual volume of person travel for each mode, “m”; and t = total number of modes that are not driving alone in a motorized vehicle.
Subpart H National Performance Management Measures to Assess the Congestion Mitigation and Air Quality Improvement Program—On-Road Mobile Source Emissions
Source: 82 FR 6049, Jan. 18, 2017, unless otherwise noted.
§ 490.801 Purpose.
The purpose of this subpart is to implement the requirements of 23 U.S.C. 150(c)(5)(B) to establish performance measures for State DOTs and the MPOs to use in assessing on-road mobile source emissions.
§ 490.803 Applicability.
(a) The on-road mobile source emissions performance measure (called the Total Emissions Reduction- see § 490.807) is applicable to all States and MPOs with projects financed with funds from the 23 U.S.C. 149 CMAQ program apportioned to State DOTs for areas designated as nonattainment or maintenance for ozone (O3), carbon monoxide (CO), or particulate matter (PM10 and PM2.5) National Ambient Air Quality Standards (NAAQS).
(b) This performance measure does not apply to States and MPOs that do not contain any portions of nonattainment or maintenance areas for the criteria pollutants identified in paragraph (a) of this section.
§ 490.805 Definitions.
All definitions in § 490.101 apply to this subpart. Unless otherwise specified in this subpart, the following definitions apply in this subpart:
On-road mobile source means, within this part, emissions created by all projects and sources financed with funds from the 23 U.S.C. 149 CMAQ program.
§ 490.807 National performance management measure for assessing on-road mobile source emissions for the purposes of the Congestion Mitigation and Air Quality Improvement Program.
The performance measure for the purpose of carrying out the CMAQ Program and for State DOTs to use to assess on-road mobile source emissions is “Total Emissions Reduction,” which is the 2-year and 4-year cumulative reported emission reductions, for all projects funded by CMAQ funds, of each criteria pollutant and applicable precursors (PM2.5, PM10, CO, VOC, and NOx) under the CMAQ program for which the area is designated nonattainment or maintenance.
§ 490.809 Data requirements.
(a) The data needed to calculate the Total Emission Reduction measure shall come from the CMAQ Public Access System and includes:
(1) The applicable nonattainment or maintenance area;
(2) The applicable MPO; and
(3) The emissions reduction estimated for each CMAQ funded project for each of the applicable criteria pollutants and their precursors for which the area is nonattainment or maintenance.
(b) The State DOT shall:
(1) Enter project information into the CMAQ project tracking system for each CMAQ project funded in the previous fiscal year by March 1st of the following fiscal year; and
(2) Extract the data necessary to calculate the Total Emissions Reduction measures as it appears in the CMAQ Public Access System on July 1st for projects obligated in the prior fiscal year.
(c) Nonattainment and maintenance area determinations for the CMAQ Total Emissions Reduction measure:
(1) The CMAQ Total Emissions Reduction measure applies to nonattainment and maintenance areas. Such areas shall be identified based on the effective date of U.S. EPA's designations under the NAAQS in 40 CFR part 81, as of the date 1 year before the State DOT Baseline Performance Period Report is due to FHWA.
(2) The nonattainment and maintenance areas to which the Total Emissions Reduction measure applies shall be revised if, on the date 1 year before the State DOT Mid Performance Period Progress Report is due to FHWA, the area is no longer in nonattainment or maintenance for a pollutant included in § 490.803.
§ 490.811 Calculation of Total Emissions Reduction measure.
(a) The Total Emission Reductions performance measure specified in § 490.807 shall be calculated in accordance with this section by State DOTs and MPOs to carry out CMAQ on-road mobile source emissions performance-related requirements of this part.
(b) The Total Emission Reductions measure for each of the criteria pollutant or applicable precursor for all projects reported to the CMAQ Public Access System shall be calculated to the nearest one thousandths, as follows:
Where:
i = applicable projects reported in the CMAQ Public Access System for the first 2 Federal fiscal years of a performance period and for the entire performance period, as described in in § 490.105(e)(4)(i)(B); p = criteria pollutant or applicable precursor: PM2.5, PM10, CO, VOC, or NOx; Daily Kilograms of Emission Reductionsp,i = total daily kilograms, to the nearest one thousandths, of reduced emissions for a criteria pollutant or an applicable precursor “p” in the in the first year the project is obligated; T = total number of applicable projects reported to the CMAQ Public Access System for the first 2 Federal fiscal years of a performance period and for the entire performance period, as described in § 490.105(e)(4)(i)(B); and Total Emission Reductionp = cumulative reductions in emissions over 2 and 4 Federal fiscal years, total daily kilograms, to the nearest one thousandths, of reduced emissions for criteria pollutant or precursor “p.”
SUBCHAPTER F TRANSPORTATION INFRASTRUCTURE MANAGEMENT
500 PART 500 [RESERVED]
505 PART 505 [RESERVED]
PART 511 REAL-TIME SYSTEM MANAGEMENT INFORMATION PROGRAM
Authority: Section 1201, Pub. L. 109-59; 23 U.S.C. 315; 23 U.S.C. 120; 49 CFR 1.48.
Source: 75 FR 68427, Nov. 8, 2010, unless otherwise noted.
A Subparts A-B [Reserved]
Subpart C Real-Time System Management Information Program
§ 511.301 Purpose.
The purpose of this part is to establish the provisions and parameters for the Real-Time System Management Information Program. These provisions implement Subsections 1201(a)(1), (a)(2), and (c)(1) of the Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users (SAFETEA-LU) (Pub. L. 109-59; 119 Stat. 1144), pertaining to Congestion Relief.
§ 511.303 Definitions.
Unless otherwise specified in this part, the definitions in 23 U.S.C. 101(a) are applicable to this subpart. As used in this part:
Accuracy means the measure or degree of agreement between a data value or set of values and a source assumed to be correct.
Availability means the degree to which data values are present in the attributes (e.g., speed and travel time are attributes of traffic) that require them. Availability is typically described in terms of percentages or number of data values.
Congestion means the level at which transportation system performance is unacceptable due to excessive travel times and delays.
Data quality means the fitness of data for all purposes that require such data.
Full construction activities mean roadway construction or maintenance activities that affect travel conditions by closing and reopening roadways or lanes.
Metropolitan areas means the geographic areas designated as Metropolitan Statistical Areas by the Office of Management and Budget in the Executive Office of the President with a population exceeding 1,000,000 inhabitants.
Real-time information program means the program by which States gather and make available the data for traffic and travel conditions. Such means may involve State-only activity (including cooperative activities engaging multiple State agencies), State partnership with commercial providers of value-added information products, or other effective means that enable the State to satisfy the provisions for traffic and travel time conditions reporting stated in this section.
Routes of significance are non-Interstate roadways in metropolitan areas that are designated by States as meriting the collection and provision of information related to traffic and travel conditions. Factors to be considered in designating routes of significance include roadway safety (e.g., crash rate, routes affected by environmental events), public safety (e.g., routes used for evacuations), economic productivity, severity and frequency of congestion, and utility of the highway to serve as a diversion route for congestion locations. All public roadways including arterial highways, toll facilities and other facilities that apply end user pricing mechanisms shall be considered when designating routes of significance. In identifying these routes, States shall apply the collaborative practices and procedures that are used for compliance with 23 CFR part 940 and 23 CFR part 420.
Statewide incident reporting system means a statewide system for facilitating the real-time electronic reporting of surface transportation incidents to a central location for use in monitoring the event, providing accurate traveler information, and responding to the incident as appropriate. This definition is consistent with Public Law 109-59; 119 Stat. 1144, Section 1201(f).
Timeliness means the degree to which data values or a set of values are provided at the time required or specified.
Traffic and travel conditions means the characteristics that the traveling public experiences. Traffic and travel conditions include, but are not limited to, the following characteristics:
(1) Road or lane closures because of construction, traffic incidents, or other events;
(2) Roadway weather or other environmental conditions restricting or adversely affecting travel; and
(3) Travel times or speeds on limited access roadways in metropolitan areas that experience recurring congestion.
Validity means the degree to which data values fall within the respective domain of acceptable values.
Value-added information products means crafted products intended for commercial use, for sale to a customer base, or for other commercial enterprise purposes. These products may be derived from information gathered by States and may be created from other party or proprietary sources. These products may be created using the unique means of the value-added information provider.
§ 511.305 Policy.
This part establishes the provisions and parameters for the Real-Time System Management Information Program for State DOTs, other responsible agencies, and partnerships with other commercial entities in establishing real-time information programs that provide accessibility to traffic and travel conditions information by other public agencies, the traveling public, and by other parties who may deliver value-added information products.
§ 511.307 Eligibility for Federal funding.
(a) Subject to project approval by the Secretary, a State may obligate funds apportioned to the State under Title 23 U.S.C. sections 104(b)(1), also known as National Highway System funds, 104(b)(2), also known as CMAQ Improvement funds, and 104(b)(3), also known as STP funds, for activities relating to the planning, deployment and operation, including preventative maintenance, of real-time monitoring elements that advance the goals and purposes of the Real-Time System Management Information Program. The SPC funds, apportioned according to 23 U.S.C. 505(a), may be applied to the development and implementation of a real-time information program.
(b) Those project applications to establish a real-time information program solely for Interstate System highways are entitled to a Federal share of 90 percent of the total project cost, pursuant to 23 U.S.C. 120(a). Those project applications to establish a real-time information program for non-Interstate highways are entitled to a Federal share of 80 percent of the total project cost, as per 23 U.S.C. 120(b).
§ 511.309 Provisions for traffic and travel conditions reporting.
(a) Minimum requirements for traffic and travel conditions made available by real-time information programs are:
(1) Construction activities. The timeliness for the availability of information about full construction activities that close or reopen roadways or lanes will be 20 minutes or less from the time of the closure for highways outside of Metropolitan Areas. For roadways within Metropolitan Areas, the timeliness for the availability of information about full construction activities that close or reopen roadways or lanes will be 10 minutes or less from the time of the closure or reopening. Short-term or intermittent lane closures of limited duration that are less than the required reporting times are not included as a minimum requirement under this section.
(2) Roadway or lane blocking incidents. The timeliness for the availability of information related to roadway or lane blocking traffic incidents will be 20 minutes or less from the time that the incident is verified for highways outside of Metropolitan Areas. For roadways within Metropolitan Areas, the timeliness for the availability of information related to roadway or lane blocking traffic incidents will be 10 minutes or less from the time that the incident is verified.
(3) Roadway weather observations. The timeliness for the availability of information about hazardous driving conditions and roadway or lane closures or blockages because of adverse weather conditions will be 20 minutes or less from the time the hazardous conditions, blockage, or closure is observed.
(4) Travel time information. The timeliness for the availability of travel time information along limited access roadway segments within Metropolitan Areas, as defined under this subpart, will be 10 minutes or less from the time that the travel time calculation is completed.
(5) Information accuracy. The designed accuracy for a real-time information program shall be 85 percent accurate at a minimum, or have a maximum error rate of 15 percent.
(6) Information availability. The designed availability for a real-time information program shall be 90 percent available at a minimum.
(b) Real-time information programs may be established using legacy monitoring mechanisms applied to the highways, using a statewide incident reporting system, using new monitoring mechanisms applied to the highways, using value-added information products, or using a combination of monitoring mechanisms and value-added information products.
§ 511.311 Real-time information program establishment.
(a) Requirement. States shall establish real-time information programs that are consistent with the parameters defined under § 511.309. The real-time information program shall be established to take advantage of the existing traffic and travel condition monitoring capabilities, and build upon them where applicable. The real-time information program shall include traffic and travel condition information for, as a minimum, all the Interstate highways operated by the State. In addition, the real-time information program shall complement current transportation performance reporting systems by making it easier to gather or enhance required information.
(b) Data quality. States shall develop the methods by which data quality can be ensured to the data consumers. The criteria for defining the validity of traffic and travel conditions made available from real-time information programs shall be established by the States in collaboration with their partners for establishing the programs. States shall receive FHWA's concurrence that the selected methods provide reasonable checks of the quality of the information made available by the real-time information program. In requesting FHWA's concurrence, the State shall demonstrate to FHWA how the selected methods gauge the accuracy and availability of the real-time information and the remedial actions if the information quality falls below the levels described in § 511.309(a)(5) and § 511.309(a)(6).
(c) Participation. The establishment, or the enhancement, of a real-time information program should include participation from the following agencies: Highway agencies; public safety agencies (e.g., police, fire, emergency/medical); transit operators; and other operating agencies necessary to sustain mobility through the region and/or the metropolitan area. Nothing in this subpart is intended to alter the existing relationships among State, regional, and local agencies.
(d) Update of Regional ITS Architecture. All States and regions that have created a Regional ITS Architecture in accordance with Section 940 in Title 23 CFR shall evaluate their Regional ITS Architectures to determine whether the Regional ITS Architectures explicitly address real-time highway and transit information needs and the methods needed to meet such needs. Traffic and travel conditions monitoring needs for all Interstate system highways shall be considered. If necessary, the Regional ITS Architectures shall be updated to address coverage, monitoring systems, data fusion and archiving, and accessibility to highway and transit information for other States and for value added information product providers. The Regional ITS Architecture shall feature the components and functionality of the real-time information program.
(e) Effective date. Establishment of the real-time information program for traffic and travel conditions on the Interstate system highways shall be completed no later than November 8, 2014.
§ 511.313 Metropolitan Area real-time information program supplement.
(a) Applicability. Metropolitan Areas as defined under this subpart.
(b) Requirement. Metropolitan Areas shall establish a real-time information program for traffic and travel conditions reporting with the same provisions described in § 511.311.
(c) Routes of significance. States shall designate metropolitan areas, non-Interstate highways that are routes of significance as defined under this subpart. In identifying the metropolitan routes of significance, States shall collaborate with local or regional agencies using existing coordination methods. Nothing in this subpart is intended to alter the existing relationships among State, regional, and local agencies.
(d) Effective date. Establishment of the real-time information program for traffic and travel conditions reporting along the Metropolitan Area Interstate system highways shall be completed no later than November 8, 2014. Establishment of the real-time information program for traffic and travel conditions reporting along the State-designated metropolitan area routes of significance shall be completed no later than November 8, 2016.
§ 511.315 Program administration.
Compliance with this subpart will be monitored under Federal-aid oversight procedures as provided under 23 U.S.C. 106 and 133, 23 CFR 1.36, and 23 CFR 940.13.
PART 515 ASSET MANAGEMENT PLANS
Authority: Sec. 1106 and 1203 of Pub. L. 112-141, 126 Stat. 405; 23 U.S.C. 109, 119(e), 144, 150(c), and 315; 49 CFR 1.85(a).
Source: 81 FR 73263, Oct. 24, 2016, unless otherwise noted.
§ 515.1 Purpose.
The purpose of this part is to:
(a) Establish the processes that a State transportation department (State DOT) must use to develop its asset management plan, as required under 23 U.S.C. 119(e)(8);
(b) Establish the minimum requirements that apply to the development of an asset management plan;
(c) Describe the penalties for a State DOT's failure to develop and implement an asset management plan in accordance with 23 U.S.C. 119 and this part;
(d) Set forth the minimum standards for a State DOT to use in developing and operating highway bridge and pavement management systems under 23 U.S.C. 150(c)(3)(A)(i).
§ 515.3 Applicability and effective date.
This part applies to all State DOTs. The effective date for the requirements in this part is October 2, 2017.
§ 515.5 Definitions.
As used in this part:
Asset means all physical highway infrastructure located within the right-of-way corridor of a highway. The term asset includes all components necessary for the operation of a highway including pavements, highway bridges, tunnels, signs, ancillary structures, and other physical components of a highway.
Asset class means assets with the same characteristics and function (e.g., bridges, culverts, tunnels, pavements, or guardrail) that are a subset of a group or collection of assets that serve a common function (e.g., roadway system, safety, Intelligent Transportation (IT), signs, or lighting).
Asset condition means the actual physical condition of an asset.
Asset management means a strategic and systematic process of operating, maintaining, and improving physical assets, with a focus on both engineering and economic analysis based upon quality information, to identify a structured sequence of maintenance, preservation, repair, rehabilitation, and replacement actions that will achieve and sustain a desired state of good repair over the life cycle of the assets at minimum practicable cost.
Asset management plan means a document that describes how a State DOT will carry out asset management as defined in this section. This includes how the State DOT will make risk-based decisions from a long-term assessment of the National Highway System (NHS), and other public roads included in the plan at the option of the State DOT, as it relates to managing its physical assets and laying out a set of investment strategies to address the condition and system performance gaps. This document describes how the highway network system will be managed to achieve State DOT targets for asset condition and system performance effectiveness while managing the risks, in a financially responsible manner, at a minimum practicable cost over the life cycle of its assets. The term asset management plan under this part is the risk-based asset management plan that is required under 23 U.S.C. 119(e) and is intended to carry out asset management as defined in 23 U.S.C. 101(a)(2).
Asset sub-group means a specialized group of assets within an asset class with the same characteristics and function (e.g., concrete pavements or asphalt pavements.)
Bridge as used in this part, is defined in 23 CFR 650.305, the National Bridge Inspection Standards.
Critical infrastructure means those facilities the incapacity or failure of which would have a debilitating impact on national or regional economic security, national or regional energy security, national or regional public health or safety, or any combination of those matters.
Financial plan means a long-term plan spanning 10 years or longer, presenting a State DOT's estimates of projected available financial resources and predicted expenditures in major asset categories that can be used to achieve State DOT targets for asset condition during the plan period, and highlighting how resources are expected to be allocated based on asset strategies, needs, shortfalls, and agency policies.
Investment strategy means a set of strategies that result from evaluating various levels of funding to achieve State DOT targets for asset condition and system performance effectiveness at a minimum practicable cost while managing risks.
Life-cycle cost means the cost of managing an asset class or asset sub-group for its whole life, from initial construction to its replacement.
Life-cycle planning means a process to estimate the cost of managing an asset class, or asset sub-group over its whole life with consideration for minimizing cost while preserving or improving the condition.
Minimum practicable cost means lowest feasible cost to achieve the objective.
NHS pavements and bridges and NHS pavement and bridge assets mean Interstate System pavements (inclusion of ramps that are not part of the roadway normally traveled by through traffic is optional); NHS pavements (excluding the Interstate System) (inclusion of ramps that are not part of the roadway normally traveled by through traffic is optional); and NHS bridges carrying the NHS (including bridges that are part of the ramps connecting to the NHS).
Performance of the NHS refers to the effectiveness of the NHS in providing for the safe and efficient movement of people and goods where that performance can be affected by physical assets. This term does not include the performance measures established for performance of the Interstate System and performance of the NHS (excluding the Interstate System) under 23 U.S.C. 150(c)(3)(ii)(A)(IV)-(V).
Performance gap means the gaps between the current asset condition and State DOT targets for asset condition, and the gaps in system performance effectiveness that are best addressed by improving the physical assets.
Risk means the positive or negative effects of uncertainty or variability upon agency objectives.
Risk management means the processes and framework for managing potential risks, including identifying, analyzing, evaluating, and addressing the risks to assets and system performance.
Statewide Transportation Improvement Program (STIP) has the same meaning as defined in § 450.104 of this title.
Work type means initial construction, maintenance, preservation, rehabilitation, and reconstruction.
§ 515.7 Process for establishing the asset management plan.
A State shall develop a risk-based asset management plan that describes how the NHS will be managed to achieve system performance effectiveness and State DOT targets for asset condition, while managing the risks, in a financially responsible manner, at a minimum practicable cost over the life cycle of its assets. The State DOT shall develop and use, at a minimum the following processes to prepare its asset management plan:
(a) A State DOT shall establish a process for conducting performance gap analysis to identify deficiencies hindering progress toward improving or preserving the NHS and achieving and sustaining the desired state of good repair. At a minimum, the State DOT's process shall address the following in the gap analysis:
(1) The State DOT targets for asset condition of NHS pavements and bridges as established by the State DOT under 23 U.S.C. 150(d) once promulgated.
(2) The gaps, if any, in the performance-of the NHS that affect NHS pavements and bridges regardless of their physical condition; and
(3) Alternative strategies to close or address the identified gaps.
(b) A State DOT shall establish a process for conducting life-cycle planning for an asset class or asset sub-group at the network level (network to be defined by the State DOT). As a State DOT develops its life-cycle planning process, the State DOT should include future changes in demand; information on current and future environmental conditions including extreme weather events, climate change, and seismic activity; and other factors that could impact whole of life costs of assets. The State DOT may propose excluding one or more asset sub-groups from its life-cycle planning if the State DOT can demonstrate to FHWA the exclusion of the asset sub-group would have no material adverse effect on the development of sound investment strategies due to the limited number of assets in the asset sub-group, the low level of cost associated with managing the assets in that asset sub-group, or other justifiable reasons. A life-cycle planning process shall, at a minimum, include the following:
(1) The State DOT targets for asset condition for each asset class or asset sub-group;
(2) Identification of deterioration models for each asset class or asset sub-group, provided that identification of deterioration models for assets other than NHS pavements and bridges is optional;
(3) Potential work types across the whole life of each asset class or asset sub-group with their relative unit cost; and
(4) A strategy for managing each asset class or asset sub-group by minimizing its life-cycle costs, while achieving the State DOT targets for asset condition for NHS pavements and bridges under 23 U.S.C. 150(d).
(c) A State DOT shall establish a process for developing a risk management plan. This process shall, at a minimum, produce the following information:
(1) Identification of risks that can affect condition of NHS pavements and bridges and the performance of the NHS, including risks associated with current and future environmental conditions, such as extreme weather events, climate change, seismic activity, and risks related to recurring damage and costs as identified through the evaluation of facilities repeated damaged by emergency events carried out under part 667 of this title. Examples of other risk categories include financial risks such as budget uncertainty; operational risks such as asset failure; and strategic risks such as environmental compliance.
(2) An assessment of the identified risks in terms of the likelihood of their occurrence and their impact and consequence if they do occur;
(3) An evaluation and prioritization of the identified risks;
(4) A mitigation plan for addressing the top priority risks;
(5) An approach for monitoring the top priority risks; and
(6) A summary of the evaluations of facilities repeatedly damaged by emergency events carried out under part 667 of this title that discusses, at a minimum, the results relating to the State's NHS pavements and bridges.
(d) A State DOT shall establish a process for the development of a financial plan that identifies annual costs over a minimum period of 10 years. The financial plan process shall, at a minimum, produce:
(1) The estimated cost of expected future work to implement investment strategies contained in the asset management plan, by State fiscal year and work type;
(2) The estimated funding levels that are expected to be reasonably available, by fiscal year, to address the costs of future work types. State DOTs may estimate the amount of available future funding using historical values where the future funding amount is uncertain;
(3) Identification of anticipated funding sources; and
(4) An estimate of the value of the agency's NHS pavement and bridge assets and the needed investment on an annual basis to maintain the value of these assets.
(e) A State DOT shall establish a process for developing investment strategies meeting the requirements in § 515.9(f). This process must result in a description of how the investment strategies are influenced, at a minimum, by the following:
(1) Performance gap analysis required under paragraph (a) of this section;
(2) Life-cycle planning for asset classes or asset sub-groups resulting from the process required under paragraph (b) of this section;
(3) Risk management analysis resulting from the process required under paragraph (c) of this section; and
(4) Anticipated available funding and estimated cost of expected future work types associated with various candidate strategies based on the financial plan required by paragraph (d) of this section.
(f) The processes established by State DOTs shall include a provision for the State DOT to obtain necessary data from other NHS owners in a collaborative and coordinated effort.
(g) States DOTs shall use the best available data to develop their asset management plans. Pursuant to 23 U.S.C. 150(c)(3)(A)(i), each State DOT shall use bridge and pavement management systems meeting the requirements of § 515.17 to analyze the condition of NHS pavements and bridges for the purpose of developing and implementing the asset management plan required under this part. The use of these or other management systems for other assets that the State DOT elects to include in the asset management plan is optional (e.g., Sign Management Systems, etc.).
§ 515.9 Asset management plan requirements.
(a) A State DOT shall develop and implement an asset management plan to improve or preserve the condition of the assets and improve the performance of the NHS in accordance with the requirements of this part. Asset management plans must describe how the State DOT will carry out asset management as defined in § 515.5.
(b) An asset management plan shall include, at a minimum, a summary listing of NHS pavement and bridge assets, regardless of ownership.
(c) In addition to the assets specified in paragraph (b) of this section, State DOTs are encouraged, but not required, to include all other NHS infrastructure assets within the right-of-way corridor and assets on other public roads. Examples of other NHS infrastructure assets include tunnels, ancillary structures, and signs. Examples of other public roads include non-NHS Federal-aid highways. If a State DOT decides to include other NHS assets in its asset management plan, or to include assets on other public roads, the State DOT, at a minimum, shall evaluate and manage those assets consistent with paragraph (l) of this section.
(d) The minimum content for an asset management plan under this part includes a discussion of each element in this paragraph (d).
(1) Asset management objectives. The objectives should align with the State DOT's mission. The objectives must be consistent with the purpose of asset management, which is to achieve and sustain the desired state of good repair over the life cycle of the assets at a minimum practicable cost.
(2) Asset management measures and State DOT targets for asset condition, including those established pursuant to 23 U.S.C. 150, for NHS pavements and bridges. The plan must include measures and associated targets the State DOT can use in assessing the condition of the assets and performance of the highway system as it relates to those assets. The measures and targets must be consistent with the State DOT's asset management objectives. The State DOT must include the measures established under 23 U.S.C. 150(c)(3)(A)(ii)(I)-(III), once promulgated in 23 CFR part 490, for the condition of NHS pavements and bridges. The State DOT also must include the targets the State DOT has established for the measures required by 23 U.S.C. 150(c)(3)(A)(ii)(I)-(III), once promulgated, and report on such targets in accordance with 23 CFR part 490. The State DOT may include measures and targets for NHS pavements and bridges that the State DOT established through pre-existing management efforts or develops through new efforts if the State DOT wishes to use such additional measures and targets to supplement information derived from the pavement and bridge measures and targets required under 23 U.S.C. 150.
(3) A summary description of the condition of NHS pavements and bridges, regardless of ownership. The summary must include a description of the condition of those assets based on the performance measures established under 23 U.S.C. 150(c)(3)(A)(ii) for condition, once promulgated. The description of condition should be informed by evaluations required under part 667 of this title of facilities repeated damaged by emergency events.
(4) Performance gap identification.
(5) Life-cycle planning.
(6) Risk management analysis, including the results for NHS pavements and bridges, of the periodic evaluations under part 667 of this title of facilities repeated damaged by emergency event.
(7) Financial plan.
(8) Investment strategies.
(e) An asset management plan shall cover, at a minimum, a 10-year period.
(f) An asset management plan shall discuss how the plan's investment strategies collectively would make or support progress toward:
(1) Achieving and sustaining a desired state of good repair over the life cycle of the assets,
(2) Improving or preserving the condition of the assets and the performance of the NHS relating to physical assets,
(3) Achieving the State DOT targets for asset condition and performance of the NHS in accordance with 23 U.S.C. 150(d), and
(4) Achieving the national goals identified in 23 U.S.C. 150(b).
(g) A State DOT must include in its plan a description of how the analyses required by State processes developed in accordance with § 515.7 (such as analyses pertaining to life cycle planning, risk management, and performance gaps) support the State DOT's asset management plan investment strategies.
(h) A State DOT shall integrate its asset management plan into its transportation planning processes that lead to the STIP, to support its efforts to achieve the goals in paragraphs (f)(1) through (4) of this section.
(i) A State DOT is required to make its asset management plan available to the public, and is encouraged to do so in a format that is easily accessible.
(j) Inclusion of performance measures and State DOT targets for NHS pavements and bridges established pursuant to 23 U.S.C. 150 in the asset management plan does not relieve the State DOT of any performance management requirements, including 23 U.S.C. 150(e) reporting, established in other parts of this title.
(k) The head of the State DOT shall approve the asset management plan.
(l) If the State DOT elects to include other NHS infrastructure assets or other public roads assets in its asset management plan, the State at a minimum shall address the following, using a level of effort consistent with the State DOT's needs and resources:
(1) Summary listing of assets, including a description of asset condition;
(2) Asset management measures and State DOT targets for asset condition;
(3) Performance gap analysis;
(4) Life-cycle planning;
(5) Risk analysis, including summaries of evaluations carried out under part 667 of this title for the assets, if available, and consideration of those evaluations;
(6) Financial plan; and
(7) Investment strategies.
(m) The asset management plan of a State may include consideration of critical infrastructure from among those facilities in the State that are eligible under 23 U.S.C. 119(c).
§ 515.11 Deadlines and phase-in of asset management plan development.
(a) Deadlines. (1) Not later than April 30, 2018, the State DOT shall submit to FHWA a State-approved initial asset management plan meeting the requirements in paragraph (b) of this section. The FHWA will review the processes described in the initial plan and make a process certification decision as provided in § 515.13(a).
(2) Not later than June 30, 2019, the State DOT shall submit a State-approved asset management plan meeting all the requirements of 23 U.S.C. 119 and this part, including paragraph (c) of this section, together with documentation demonstrating implementation of the asset management plan. The FWHA will determine whether the State DOT's plan and implementation meet the requirements of 23 U.S.C. 119 and this part as provided in § 515.13(b).
(b) The initial plan shall describe the State DOT's processes for developing its risk-based asset management plan, including the policies, procedures, documentation, and implementation approach that satisfy the requirements of this part. The plan also must contain measures and targets for assets covered by the plan. The investment strategies required by § 515.7(e) and 515.9((d)(8) must support progress toward the achievement of the national goals identified in 23 U.S.C. 150(b). The initial plan must include and address the State DOT's 23 U.S.C. 150(d) targets for NHS pavements and bridges only if the first target-setting deadline established in 23 CFR part 490 for NHS pavements and bridges is a date more than 6 months before the initial plan submission deadline in paragraph (a)(1). The initial asset management plan may exclude one or more of the necessary analyses with respect to the following required asset management processes:
(1) Life-cycle planning required under § 515.7(a)(2);
(2) The risk management analysis required under § 515.7(a)(3); and
(3) Financial plan under § 515.7(a)(4).
(c) The State-approved asset management plan submitted not later than June 30, 2019, shall include all required analyses, performed using FHWA-certified processes, and the section 150 measures and State DOT targets for the NHS pavements and bridges. The plan must meet all requirements in §§ 515.7 and 515.9. This includes investment strategies that are developed based on the analyses from all processes required under § 515.7, and meet the requirements in 23 U.S.C. 119(e)(2).
§ 515.13 Process certification and recertification, and annual plan consistency review.
(a) Process certification and recertification under 23 U.S.C. 119(e)(6). Not later than 90 days after the date on which the FHWA receives a State DOT's processes and request for certification or recertification, the FHWA shall decide whether the State DOT's processes for developing its asset management plan meet the requirements of this part. The FHWA will treat the State DOT's submission of an initial State-approved asset management plan under § 515.11(b) as the State DOT's request for the first certification of the State's DOT's plan development processes under 23 U.S.C. 119(e)(6). As provided in paragraph (c) of this section, State DOT shall update and resubmit its asset management plan development processes to the FHWA for a new process certification at least every 4 years.
(1) If FHWA determines that the processes used by a State DOT to develop and maintain the asset management plan do not meet the requirements established under this part, FHWA will send the State DOT a written notice of the denial of certification or recertification, including a listing of the specific requirement deficiencies.
(2) Upon receiving a notice of denial of certification or recertification, the State DOT shall have 90 days from receipt of the notice to address the deficiencies identified in the notice and resubmit the State DOT's processes to FHWA for review and certification. The FHWA may extend the State DOT's 90-day period to cure deficiencies upon request. During the cure period established, all penalties and other legal impacts of a denial of certification shall be stayed as provided in 23 U.S.C. 119(e)(6)(C)(i).
(3) If FHWA finds that a State DOT's asset management processes substantially meet the requirements of this part except for minor deficiencies, FHWA may certify or recertify the State DOT's processes as being in compliance, but the State DOT must take actions to correct the minor deficiencies within 90 days of receipt of the notification of certification. The State shall notify FHWA, in writing, when corrective actions are completed.
(b) Annual determination of consistency under 23 U.S.C. 119(e)(5). Not later than August 31, 2019, and not later than July 31 in each year thereafter, FHWA will notify the State DOT whether the State DOT has developed and implemented an asset management plan consistent with 23 U.S.C. 119. The notice will be in writing and, in the case of a negative determination, will specify the deficiencies the State DOT needs to address. In making the annual consistency determination, the FHWA will consider the most recent asset management plan submitted by the State DOT, as well as any documentation submitted by the State DOT to demonstrate implementation of the plan. The FHWA determination is only as to the consistency of the State DOT asset management plan and State DOT implementation of that plan with applicable requirements, and is not an approval or disapproval of strategies or other decisions contained in the plan. With respect to any assets the State DOT may elect to include in its plan in addition to NHS pavement and bridge assets, the FHWA consistency determination will consider only whether the State DOT has complied with § 515.9(l) with respect to such discretionary assets.
(1) Plan development. The FHWA will review the State DOT's asset management plan to ensure that it was developed with certified processes, includes the required content, and is consistent with other applicable requirements in this part.
(2) Plan implementation. The State DOT must demonstrate implementation of an asset management plan that meets the requirements of 23 U.S.C. 119 and this part. Each State DOT may determine the most suitable approach for demonstrating implementation of its asset management plan, so long as the information is current, documented, and verifiable. The submission must show the State DOT is using the investment strategies in its plan to make progress toward achievement of its targets for asset condition and performance of the NHS and to support progress toward the national goals identified in 23 U.S.C. 150(b). The State DOT must submit its implementation documentation not less than 30 days prior to the deadline for the FHWA consistency determination.
(i) FHWA considers the best evidence of plan implementation to be that, for the 12 months preceding the consistency determination, the State DOT funding allocations are reasonably consistent with the investment strategies in the State DOT's asset management plan. This demonstration takes into account the alignment between the actual and planned levels of investment for various work types (i.e., initial construction, maintenance, preservation, rehabilitation and reconstruction).
(ii) FHWA may find a State DOT has implemented its asset management plan even if the State has deviated from the investment strategies included in the asset management plan, if the State DOT shows the deviation was necessary due to extenuating circumstances beyond the State DOT's reasonable control.
(3) Opportunity to cure deficiencies. In the event FHWA notifies a State DOT of a negative consistency determination, the State DOT has 30 days to address the deficiencies. The State DOT may submit additional information showing the FHWA negative determination was in error, or to demonstrate the State DOT has taken corrective action that resolves the deficiencies specified in FHWA's negative determination.
(c) Updates and other amendments to plans and development processes. A State DOT must update its asset management plan and asset management plan development processes at least every 4 years, beginning on the date of the initial FHWA certification of the State DOT's processes under paragraph (a) of this section. Whenever the State DOT updates or otherwise amends its asset management plan or its asset management plan development processes, the State DOT must submit the amended plan or processes to the FHWA for a new process certification and consistency determination at least 30 days prior to the deadline for the next FHWA consistency determination under paragraph (b) of this section. Minor technical corrections and revisions with no foreseeable material impact on the accuracy and validity of the processes, analyses, or investment strategies in the plan do not constitute amendments and do not require submission to FHWA.
§ 515.15 Penalties
(a) Beginning on October 1, 2019, and in each fiscal year thereafter, if a State DOT has not developed and implemented an asset management plan consistent with the requirements of 23 U.S.C. 119 and this part, the maximum Federal share for National Highway Performance Program projects and activities carried out by the State in that fiscal year shall be reduced to 65 percent for that fiscal year.
(b)(1) Except as provided in paragraph (b)(2) of this section, if the State DOT has not developed and implemented an asset management plan that is consistent with the requirements of 23 U.S.C. 119 and this part and established the performance targets for NHS pavements and bridges required under 23 U.S.C. 150(d) by the date that is 18 months after the effective date of the 23 U.S.C. 150(c) final rule for NHS pavements and bridges, the FHWA will not approve any further projects using National Highway Performance Program funds. Such suspension of funding approvals will terminate once the State DOT has developed and implemented an asset management plan that is consistent with the requirements of 23 U.S.C. 119 and this part and established its performance targets for NHS pavements and bridges required under 23 U.S.C. 150(d).
(2) The FHWA may extend this deadline if FHWA determines that the State DOT has made a good faith effort to develop and implement an asset management plan and establish the performance targets for NHS pavements and bridges required under 23 U.S.C. 150(d).
§ 515.17 Minimum standards for developing and operating bridge and pavement management systems
Pursuant to 23 U.S.C.150(c)(3)(A)(i), this section establishes the minimum standards States must use for developing and operating bridge and pavement management systems. State DOT bridge and pavement management systems are not subject to FHWA certification under § 515.13. Bridge and pavement management systems shall include, at a minimum, documented procedures for:
(a) Collecting, processing, storing, and updating inventory and condition data for all NHS pavement and bridge assets.
(b) Forecasting deterioration for all NHS pavement and bridge assets;
(c) Determining the benefit-cost over the life cycle of assets to evaluate alternative actions (including no action decisions), for managing the condition of NHS pavement and bridge assets;
(d) Identifying short- and long-term budget needs for managing the condition of all NHS pavement and bridge assets;
(e) Determining the strategies for identifying potential NHS pavement and bridge projects that maximize overall program benefits within the financial constraints.; and
(f) Recommending programs and implementation schedules to manage the condition of NHS pavement and bridge assets within policy and budget constraints.
§ 515.19 Organizational integration of asset management.
(a) The purpose of this section is to describe how a State DOT may integrate asset management into its organizational mission, culture and capabilities at all levels. The activities described in paragraphs (b) through (d) of this section are not requirements.
(b) A State DOT should establish organizational strategic goals and include the goals in its organizational strategic implementation plans with an explanation as to how asset management will help it to achieve those goals.
(c) A State DOT should conduct a periodic self-assessment of the agency's capabilities to conduct asset management, as well as its current efforts in implementing an asset management plan. The self-assessment should consider, at a minimum, the adequacy of the State DOT's strategic goals and policies with respect to asset management, whether asset management is considered in the agency's planning and programming of resources, including development of the STIP; whether the agency is implementing appropriate program delivery processes, such as consideration of alternative project delivery mechanisms, effective program management, and cost tracking and estimating; and whether the agency is implementing adequate data collection and analysis policies to support an effective asset management program.
(d) Based on the results of the self-assessment, the State DOT should conduct a gap analysis to determine which areas of its asset management process require improvement. In conducting a gap analysis, the State DOT should:
(1) Determine the level of organizational performance effort needed to achieve the objectives of asset management;
(2) Determine the performance gaps between the existing level of performance effort and the needed level of performance effort; and
(3) Develop strategies to close the identified organizational performance gaps and define the period of time over which the gap is to be closed.
SUBCHAPTER G ENGINEERING AND TRAFFIC OPERATIONS
PART 620 ENGINEERING
Authority: 23 U.S.C. 315 and 318; 49 CFR 1.48, 23 CFR 1.32.
Source: 39 FR 33311, Sept. 17, 1974, unless otherwise noted.
Subpart A Highway Improvements in the Vicinity of Airports
Source: 39 FR 35145, Sept. 30, 1974, unless otherwise noted.
§ 620.101 Purpose.
The purpose of this section is to implement title 23 U.S.C., section 318 which requires coordination of airport and highway developments to insure (a) that airway-highway clearances are adequate for the safe movement of air and highway traffic, and (b) that the expenditure of public funds for airport and highway improvements is in the public interest.
§ 620.102 Applicability.
The requirements of this section apply to all projects on which Federal-aid highway funds are to be expended and to both civil and military airports.
§ 620.103 Policy.
(a) Federal-aid highway funds shall not participate in the costs of reconstruction or relocation of any highway to which this section applies unless the Federal Highway Administration (FHWA) and State officials, in cooperation with the Federal Aviation Administration (FAA) or appropriate military authority, or in the case of privately owned airports, the owner of that airport, determine that the location or extension of the airport in question and the consequent relocation or reconstruction of the highway is in the public interest.
(b) In addition to complying with 23 U.S.C. 318 and insuring the prudent use of public funds, it is the policy of FHWA to provide a high degree of safety in the location, design, construction and operation of highways and airports.
(c) Federal-aid funds shall not participate in projects where substandard clearances are created or will continue to exist.
§ 620.104 Standards.
A finding of public interest by FHWA will be based on compliance with airway-highway clearances which conform to FAA standards for aeronautical safety.
Subpart B Relinquishment of Highway Facilities
Source: 39 FR 33311, Sept. 17, 1974, unless otherwise noted.
§ 620.201 Purpose.
To prescribe Federal Highway Administration (FHWA) procedures relating to relinquishment of highway facilities.
§ 620.202 Applicability.
The provisions of this subpart apply to highway facilities where Federal-aid funds have participated in either right-of-way or physical construction costs of a project. The provisions of this subpart apply only to relinquishment of facilities for continued highway purposes. Other real property disposals and modifications or disposal of access rights are governed by the requirements of 23 CFR part 710.
[64 FR 71289, Dec. 21, 1999]
§ 620.203 Procedures.
(a) After final acceptance of a project on the Federal-aid primary, urban, or secondary system or after the date that the plans, specifications and estimates (PS&E) for the physical construction on the right-of-way for a Federal-aid Interstate project have been approved by the FHWA, relinquishment of the right-of-way or any change made in control of access shall be in accordance with the provisions of this section. For the purposes of this section, final acceptance for a project involving physical construction is the date of the acceptance of the physical construction by the FHWA and for right-of-way projects, the date the division engineer determines to be the date of the completion of the acquisition of the right-of-way shown on the final plans.
(b) Other than a conveyance made as part of a concession agreement as defined in section 710.703, for purposes of this section, relinquishment is defined as the conveyance of a portion of a highway right-of-way or facility by a State highway agency (SHA) to another Government agency for highway use.
(c) The following facilities may be relinquished in accordance with paragraph 203(f):
(1) Sections of a State highway which have been superseded by construction on new location and removed from the Federal-aid system and the replaced section thereof is approved by the FHWA as the new location of the Federal-aid route. Federal-aid funds may not participate in rehabilitation work performed for the purpose of placing the superseded section of the highway in a condition acceptable to the local authority. The relinquishment of any Interstate mileage shall be submitted to the Federal Highway Administrator as a special case for prior approval.
(2) Sections of reconstructed local facilities that are located outside the control of access lines, such as turn-arounds of severed local roads or streets adjacent to the Federal-aid project's right-of-way, and local roads and streets crossing over or under said project that have been adjusted in grade and/or alignment, including new right-of-way required for adjustments. Eligibility for Federal-aid participation in the costs of the foregoing adjustments is as determined at the time of PS&E approval under policies of the FHWA.
(3) Frontage roads or portions thereof that are constructed generally parallel to and outside the control of access lines of a Federal-aid project for the purpose of permitting access to private properties rather than to serve as extensions of ramps to connect said Federal-aid project with the nearest crossroad or street.
(d) The following facilities may be relinquished only with the approval of the Federal Highway Administrator in accordance with paragraph 203(g).
(1) Frontage roads or portions thereof located outside the access control lines of a Federal-aid project that are constructed to service (in lieu of or in addition to the purposes outlined under paragraph (c)(3) of this section) as connections between ramps to or from the Federal-aid project and existing public roads or streets.
(2) Ramps constructed to serve as connections for interchange of traffic between the Federal-aid project and local roads or streets.
(e) Where a frontage road is not on an approved Federal-aid system title to the right-of-way may be acquired initially in the name of the political subdivision which is to assume control thus eliminating the necessity of a formal transfer later. Such procedure would be subject to prior FHWA approval and would be limited to those facilities which meet the criteria set forth in paragraphs (c) (2) and (3) of this section.
(f) Upon presentation by a State that it intends to relinquish facilities such as described in paragraph (c) (1), (2) or (3) of this section to local authorities, the division engineer of the FHWA shall have appropriate field and office examination made thereof to assure that such relinquishments are in accordance with the provisions of the cited paragraphs. Relinquishments of the types described in paragraph (c) (1), (2) or (3) of this section may be made on an individual basis or on a project or route basis subject to the following conditions and understandings:
(1) Immediately following action by the State in approving a relinquishment, it shall furnish to the Division Administrator for record purposes a copy of a suitable map or maps identified by the Federal-aid project number, with the facilities to be relinquished and the date of such relinquishment action clearly delineated thereon.
(2) If it is found at any time after relinquishment that a relinquished facility is in fact required for the safe and proper operation of the Federal-aid highway, the State shall take immediate action to restore such facility to its jurisdiction without cost to Federal-aid highway funds.
(3) If it is found at any time that a relinquished frontage road or portion thereof or any part of the right-of-way therefor has been abandoned by local governmental authority and a showing cannot be made that such abandoned facility is no longer required as a public road, it is to be understood that the Federal Highway Administrator may cause to be withheld from Federal-aid highway funds due to the State an amount equal to the Federal-aid participation in the abandoned facility.
(4) In no case shall any relinquishment include any portion of the right-of-way within the access control lines as shown on the plans for a Federal-aid project approved by the FHWA, without the prior approval of the Federal Highway Administrator.
(5) There cannot be additional Federal-aid participation in future construction or reconstruction on any relinquished “off the Federal-aid system” facility unless the underlying reason for such future work is caused by future improvement of the associated Federal-aid highway.
(g) In the event that a State desires to apply for approval by the Federal Highway Administrator for the relinquishment of a facility such as described in paragraph (d) (1) and (2) of this section, the facts pertinent to such proposal are to be presented to the division engineer of the FHWA. The division engineer shall have appropriate review made of such presentation and forward the material presented by the State together with his findings thereon through the Regional Federal Highway Administrator for consideration by the Federal Highway Administrator and determination of action to be taken.
(h) No change may be made in control of access, without the joint determination and approval of the SHA and FHWA. This would not prevent the relinquishment of title, without prior approval of the FHWA, of a segment of the right-of-way provided there is an abandonment of a section of highway inclusive of such segment.
(i) Relinquishments must be justified by the State's finding concurred in by the FHWA, that:
(1) The subject land will not be needed for Federal-aid highway purposes in the foreseeable future;
(2) That the right-of-way being retained is adequate under present day standards for the facility involved;
(3) That the release will not adversely affect the Federal-aid highway facility or the traffic thereon;
(4) That the lands to be relinquished are not suitable for retention in order to restore, preserve, or improve the scenic beauty adjacent to the highway consonant with the intent of 23 U.S.C. 319 and Pub. L. 89-285, Title III, sections 302-305 (Highway Beautification Act of 1965).
(j) If a relinquishment is to a Federal, State, or local government agency for highway purposes, there need not be a charge to the said agency, nor in such event any credit to Federal funds. If for any reason there is a charge, the STD may retain the Federal share of the proceeds if used for projects eligible under title 23 of the United States Code.
[39 FR 33311, Sept. 17, 1974, as amended at 64 FR 71289, Dec. 21, 1999; 73 FR 77502, Dec. 19, 2008]
PART 624 INTERSTATE SYSTEM ACCESS
Authority: 23 U.S.C. 109(a) and (b) and 111; 23 CFR 1.32; 49 CFR 1.85.
Source: 89 FR 88126, Nov. 7, 2024, unless otherwise noted.
§ 624.1 Purpose.
To prescribe requirements and procedures for State requests for, and FHWA consideration of, changes in access to the Interstate System.
§ 624.3 Applicability.
(a) Except as provided in paragraphs (b) through (e) of this section, this part is applicable to all segments designated as part of the Dwight D. Eisenhower National System of Interstate and Defense Highways (Interstate System) for which Federal-aid highway funds or other funds administered under title 23, United States Code, have been used in the past or are used to develop a project.
(b) This part is not applicable to ramps providing access to safety rest areas, information centers, weigh stations, and truck inspection stations located within the Interstate right-of-way when such areas are accessible to vehicles only to and from the Interstate System. Connections from other public facilities to facilities within the Interstate System right-of way, if an exception is granted in accordance with § 624.7(f), are subject to the requirements of this part.
(c) This part is not applicable to connections between managed lanes and general-purpose lanes on the same Interstate highway.
(d) This part is not applicable to State maintenance facilities that are located within the Interstate System right-of-way and not open to the public.
(e) This part is not applicable to access points to non-freeway Interstate System segments located in Alaska or Puerto Rico with average daily traffic volumes less than 400 vehicles per day. In such cases, the provisions of 23 U.S.C. 111 apply and the FHWA Division Administrator shall determine the level of analysis required to secure FHWA approval of the access modification.
§ 624.5 Definitions.
The following terms used in this part are defined as follows:
Access point. Any permanent connection (including those metered or closed at times) to the through lanes or shoulders, managed lanes, collector-distributor roads, or ramps on the Interstate System, including “locked gate access”.
Area of influence. The geographic extent to which a proposed change in access will affect traffic operations and safety.
Change in access. The addition of a new, or modification of an existing, interchange or access point along the Interstate System.
Final approval. Acceptance for the proposed change in access granted by FHWA upon completion of the appropriate transportation planning, air quality conformity, and environmental review requirements under National Environmental Policy Act (NEPA) and receiving concurrence on the Safety, Operations, and Engineering (SO&E) determination.
Interchange. A system of interconnecting roadways in conjunction with one or more grade separations that provides for the movement of traffic between two or more roadways or highways on different levels.
Interstate Access Justification Report (IAJR). A technical report that documents the safety, operations, and engineering aspects of a proposed change in access to the Interstate System and demonstrates that the proposal meets the provisions of this part.
Interstate System. The term “Interstate System” as defined in 23 U.S.C. 101, and includes mainline lanes; shoulders; existing, new, or modified ramps; collector-distributor roads; managed lanes (including high-occupancy vehicle lanes, value priced lanes, high-occupancy toll lanes, or exclusive or special use lanes); ramp termini; and portions of frontage roads that function as part of an interchange. For purposes of this part, the Interstate System shall be limited to those routes for which Federal-aid highway funds or other funds administered under title 23, United States Code, have been used in the past or will be used to develop a project.
Partial interchange. An interchange that does not provide for each of the eight basic movements (or four basic movements in the case of a three-legged interchange).
Programmatic Agreement (PA). Agreement between FHWA and a State DOT under 23 U.S.C. 111(e) to allow a State to review and make the Safety, Operations, and Engineering (SO&E) determination.
Public road. The term “public road” as defined in 23 U.S.C. 101.
Safety, Operations, and Engineering (SO&E) determination. Technical determination of whether the proposed location, configuration, geometric design, and signing related to the proposed change in access may be reasonably expected to serve the anticipated traffic of the Interstate System in a manner that is conducive to safety, durability, and economy of maintenance.
Safety rest area. The term “safety rest area” as defined in 23 CFR 752.3(a) that is located within the Interstate System right-of-way.
§ 624.7 Interstate System access requirements.
(a) The proposed change in access to the Interstate System shall not result in a significant adverse impact on the Interstate System traffic operations or the safety for all users of the transportation system in the project's area of influence, as demonstrated by operational and safety analyses based on both the current and future traffic projections using traffic data that is no more than 5 years old and at least the most recent 3 years of available safety data.
(b) Interstate System access points shall connect only to a public road. Connections directly to private developments, parking lots, or private roads are prohibited.
(c) Connections from outside of the Interstate System right-of-way to safety rest areas, information centers, weigh stations, and truck inspection stations located within the Interstate System right-of-way are prohibited.
(d) Each interchange shall provide for all traffic movements.
(e) A proposed change in access shall be designed to meet the standards in accordance with 23 CFR part 625 or have approved exceptions and shall comply with 23 CFR part 655.
(f) On a case by case basis, FHWA may grant exceptions to the requirements in paragraphs (b) through (d) of this section for:
(1) Locked gate access to private property for purposes of public safety;
(2) Locked gate access from an information center, weigh station, and truck inspection station to a local road for the purposes of public safety;
(3) Access from a safety rest area to an adjacent publicly owned conservation and recreation area if access to this area is available only through the safety rest area as allowed under 23 CFR 752.5(d);
(4) Locked gate access from a local public road to the safety rest area for the limited purpose of providing access to safety rest area employees, deliveries, and emergency vehicles; or
(5) A partial interchange where necessary to provide special access, such as to managed lanes or park and ride lots, or where factors such as the social, economic, and environmental impacts of a full interchange justify an exception.
§ 624.9 Approval process.
(a) To propose a change in access to the Interstate System, the State DOT shall submit electronically to FHWA a request letter and an IAJR complying with § 624.11 demonstrating that the proposed change in access meets the requirements of this part. Change in access requests will not be accepted from other parties besides a State DOT.
(b) Approval of a change in access to the Interstate System requires a SO&E determination and a final approval.
(c) The SO&E determination shall be based on the safety, operations, and engineering aspects of the request as documented in an IAJR meeting the requirements of this part. The FHWA shall make the SO&E determination, except where FHWA has delegated to a State DOT the authority to make the SO&E determination on behalf of FHWA by entering into a PA that meets the requirements of § 624.13.
(d) If a favorable SO&E determination is made, FHWA will consider whether final approval is appropriate for the proposed change in access to the Interstate System. Final approval may only be granted by FHWA and constitutes a major Federal action under NEPA. Final approval may be granted if the following conditions are met:
(1) Applicable transportation planning, conformity, and NEPA procedures have been completed.
(2) The alternative covered by the favorable SO&E determination is of the same scope and design as the alternative selected and approved in the NEPA decision.
(e) If the project has not progressed to construction within 5 years of receiving an affirmative SO&E determination, FHWA may require the State DOT to provide verification that the requirements of § 624.7 continue to be met based on current and projected future conditions.
§ 624.11 Interstate Access Justification Report.
(a) The IAJR shall be a standalone report. Relevant information from other documents (such as feasibility studies, NEPA documents or preliminary engineering reports) must be included in the appropriate section of the IAJR.
(b) At a minimum, an IAJR submitted to FHWA shall include all of the following, except as provided under paragraph (d) of this section.
(1) A description and overview of the proposed change in access including a project location map and distances to adjacent interchanges.
(2) Preliminary design documents sufficient to demonstrate the geometric viability of the proposal. The design documents shall include the design criteria, existing geometry overlaid with clearly labeled proposed geometric plan views, lane configuration schematics, typical sections, control-of-access lines, interchange spacing, ramp spacing, and other design features necessary to evaluate the proposed design.
(3) Operational and safety analyses that evaluate the impact of the proposed change in access on the Interstate System and local road network extending to the following area of influence limits at a minimum:
(i) Along the Interstate System, and interchanging freeway if applicable, to the adjacent existing or proposed interchange on either side of the proposed change in access, extending further as needed to ensure the limits of the analysis are appropriate to fully understand the impact of the proposed change in access on the Interstate System.
(ii) Along each crossroad to the first major intersection on either side of the proposed change in access, extending further as needed to demonstrate the safety and operational impacts that the proposed change in access and other transportation improvements may have on the local road network.
(4) A conceptual plan showing the type and location of the signs proposed to support the proposed design.
(c) The IAJR for a proposed partial interchange shall meet the following additional requirements.
(1) The IAJR shall include a full-interchange option with a comparison of the operational and safety analyses to the partial interchange option. The IAJR shall justify the necessity for a partial interchange alternative.
(2) The IAJR shall describe why a partial interchange is proposed and include the mitigation proposed to compensate for the missing basic movements, including wayfinding signage, local intersection improvements, mitigation of driver expectation leading to wrong-way movements on ramps, and other proposed strategies as necessary.
(3) The IAJR shall describe whether future provision of a full interchange is precluded by the proposed design.
(d) FHWA will consider the complexity of a change in access when determining the extent of the safety and operational analysis and the format of the IAJR.
§ 624.13 Programmatic Agreement.
A State DOT may submit to FHWA a written request to enter into a PA with FHWA that delegates to the State DOT the authority to make the SO&E determination on behalf of FHWA in accordance with 23 U.S.C. 111(e) and the requirements of this part.
(a) A PA may allow a State DOT to make the SO&E determination for all or any part of the following types of change in access requests:
(1) New freeway-to-crossroad (service) interchanges;
(2) Modifications to existing freeway-to-crossroad (service) interchanges; and
(3) Completion of basic movements at freeway-to-crossroad (service) interchanges.
(b) The State DOT request to enter into a PA with FHWA shall include:
(1) The types of changes in access listed in paragraph (a) of this section for which the State DOT would like to make SO&E determinations; and
(2) A discussion of controls the State DOT has implemented, resources available, and actions that would be taken if the PA is approved, as needed to address the considerations outlined in paragraph (c) of this section.
(c) Upon receipt of the request, FHWA will:
(1) Verify that appropriate controls and processes have been developed and implemented by the State DOT, and that the State DOT has the necessary resources and commits to conduct future actions in compliance with the terms of the requested PA. The FHWA will examine:
(i) State DOT policies, standard operating procedures, and processes, either in place or modified as needed to carry out the requirements of the PA;
(ii) Documentation demonstrating the processes and guidance that have been developed and implemented to support the development, analysis, documentation, review, and potential processing of each type of proposed change in access to the Interstate System to which the terms of the PA would apply;
(iii) Documentation demonstrating the process, guidance, assistance, and oversight the State DOT will provide to support local agencies (e.g., cities, counties, toll authorities, MPOs) that may propose or submit requests to the State DOT for changes in access to the Interstate System to which the terms of the PA would apply;
(iv) Documentation demonstrating that the State DOT has the expertise and resources (e.g., training, analysis tools) needed to carry out the requirements of the PA;
(v) Documentation of State DOT procedures to provide the necessary oversight, monitoring, and annual reporting to FHWA to ensure the changes in access to the Interstate System are processed consistent with the terms of the PA; and
(vi) Any other factors deemed necessary by the Secretary.
(2) Establish, with input from the State DOT, the scope and conditions for the State DOT's review of change in access requests and the process by which the State DOT will make the SO&E determination.
(d) A PA shall require that the State DOT submit electronically an annual report to FHWA summarizing its performance under the PA. The report shall, at a minimum:
(1) Include the results of all changes in access to the Interstate System that were processed and received a SO&E determination under the terms of the PA for the previous calendar year;
(2) Summarize the changes in access to the Interstate System that the State DOT plans to process in the coming calendar year;
(3) Assess the effectiveness of and verify that all changes in access to the Interstate System processed through this agreement were evaluated and processed in a manner consistent with the terms of this PA;
(4) Identify any areas where improvements are needed and what actions the State DOT is taking to implement those improvements; and
(5) Include actions taken by the State DOT as part of its quality control efforts.
(e) When all concerns have been addressed to the satisfaction of the Secretary, the PA may be executed.
PART 625 DESIGN STANDARDS FOR HIGHWAYS
Authority: 23 U.S.C. 103, 109, 315, and 402; Sec. 1073 of Pub. L. 102-240, 105 Stat. 1914, 2012; Sec. 1404 of Pub. L. 114-94, 129 Stat. 1312; 49 CFR 1.85.
Source: 62 FR 15397, Apr. 1, 1997, unless otherwise noted.
§ 625.1 Purpose.
To designate those standards, policies, and standard specifications that are acceptable to the Federal Highway Administration (FHWA) for application in the geometric and structural design of highways.
§ 625.2 Policy.
(a) Plans and specifications for proposed National Highway System (NHS) projects shall provide for a facility that will—
(1) Adequately serve the existing and planned future traffic of the highway in a manner that is conducive to safety, durability, and economy of maintenance; and
(2) Be designed and constructed in accordance with criteria best suited to accomplish the objectives described in paragraph (a)(1) of this section and to conform to the particular needs of each locality.
(b) Resurfacing, restoration, and rehabilitation (RRR) projects shall be constructed in accordance with standards that preserve and extend the service life of highways and enhance highway safety. Resurfacing, restoration, and rehabilitation work includes placement of additional surface material and/or other work necessary to return an existing roadway, including shoulders, bridges, the roadside, and appurtenances to a condition of structural or functional adequacy.
(c) An important goal of the FHWA is to provide the highest practical and feasible level of safety for people and property associated with the Nation's highway transportation systems and to reduce highway hazards and the resulting number and severity of accidents on all the Nation's highways.
[62 FR 15397, Apr. 1, 1997, as amended at 87 FR 40, Jan. 3, 2022]
§ 625.3 Application.
(a) Applicable standards. (1) Design and construction standards for new construction, reconstruction, resurfacing (except for maintenance resurfacing), restoration, or rehabilitation of a highway on the NHS shall be those approved by the Secretary in cooperation with the State DOTs. These standards must consider, in addition to the criteria described in § 625.2(a), the following:
(i) The constructed and natural environment of the area;
(ii) The environmental, scenic, aesthetic, historic, community, and preservation impacts of the activity;
(iii) Cost savings by utilizing flexibility that exists in current design guidance and regulations; and
(iv) Access for other modes of transportation.
(2) Federal-aid projects not on the NHS are to be designed, constructed, operated, and maintained in accordance with State laws, regulations, directives, safety standards, design standards, and construction standards.
(3) Interstate highways located in Alaska and Puerto Rico shall be designed in accordance with such geometric and construction standards as are adequate for current and probable future traffic demands and the needs of the locality of the highway.
(4) A State may allow a local jurisdiction to design a project using a roadway design publication that is different from the roadway design publication used by the State in which the local jurisdiction resides if—
(i) The local jurisdiction is a direct recipient of Federal funds for the project;
(ii) The roadway design publication is adopted by the local jurisdiction and recognized by FHWA;
(iii) The design complies with all applicable Federal laws and regulations; and
(iv) The project is located on a roadway that is owned by the local jurisdiction and is not part of the Interstate System.
(b) Deviations from specific minimum values on the NHS. The standards, policies, and standard specifications cited in § 625.4 of this part contain specific criteria and controls for the design of NHS projects. Deviations from specific minimum values therein are to be handled in accordance with procedures in paragraph (f) of this section. If there is a conflict between criteria in the documents enumerated in § 625.4 of this part, the latest listed standard, policy, or standard specification will govern.
(c) Application of other FHWA regulations. Application of FHWA regulations, although cited in § 625.4 of this part as standards, policies, and standard specifications, shall be as set forth therein.
(d) Funding source. This regulation establishes Federal standards for work on the NHS regardless of funding source.
(e) Very minor or no roadway work. The Division Administrator shall determine the applicability of the roadway geometric design standards to traffic engineering, safety, and preventive maintenance projects which include very minor or no roadway work. Formal findings of applicability are expected only as needed to resolve controversies.
(f) Exceptions—(1) Project exception. (i) Approval within the delegated authority provided by FHWA Order M1100.1A may be given on a project basis to designs on the NHS which do not conform to the minimum criteria as set forth in the standards, policies, and standard specifications for:
(A) Experimental features on projects; and
(B) Projects where conditions warrant that exceptions be made.
(ii) The determination to approve a project design that does not conform to the minimum criteria is to be made only after due consideration is given to all project conditions such as maximum service and safety benefits for the dollar invested, compatibility with adjacent sections of roadway and the probable time before reconstruction of the section due to increased traffic demands or changed conditions.
(2) Programmatic exception. Approval within the delegated authority provided by FHWA Order M1100.1A may be given, on a programmatic basis, to use a more recent edition of any standard or specification incorporated by reference under § 625.4(d).
[62 FR 15397, Apr. 1, 1997, as amended at 87 FR 41, Jan. 3, 2022]
§ 625.4 Standards, policies, and standard specifications.
(a) Roadway and appurtenances. (1) A Policy on Geometric Design of Highways and Streets, AASHTO (incorporated by reference; see paragraph (d) of this section).
(2) A Policy on Design Standards—Interstate System, AASHTO (paragraph (d) of this section).
(3) The geometric design standards for resurfacing, restoration, and rehabilitation (RRR) projects on NHS highways shall be the procedures or the design criteria established for individual projects, groups of projects, or all RRR projects in a State, and as approved by FHWA. The RRR design standards shall reflect the consideration of the traffic, safety, economic, physical, community, and environmental needs of the projects. If a State does not adopt design procedures or criteria for RRR projects as approved by FHWA, the standards listed in paragraphs (a)(1) and (2) shall apply.
(4) Location and Hydraulic Design of Encroachments on Flood Plains, refer to 23 CFR part 650, subpart A.
(5) Procedures for Abatement of Highway Traffic Noise and Construction Noise, refer to 23 CFR part 772.
(6) Accommodation of Utilities, refer to 23 CFR part 645, subpart B.
(7) Pavement Design, refer to 23 CFR part 626.
(b) Bridges and structures. (1) For existing bridges originally designed to any edition of the AASHTO Standard Specifications for Highway Bridges, modifications may be designed to the Standard Specifications for Highway Bridges, 17th Edition, AASHTO, 2002 (incorporated by reference; see § 625.4(d)), or to the standards and specifications that are listed in § 625.4(b).
(2) AASHTO LRFD Bridge Construction Specifications (paragraph (d) of this section).
(3) AASHTO LRFD Bridge Design Specifications (paragraph (d) of this section).
(4) AASHTO LRFD Movable Highway Bridge Design Specifications (paragraph (d) of this section).
(5) AASHTO/AWS D1.5M/D1.5 Bridge Welding Code (paragraph (d) of this section).
(6) AWS D1.4/D1.4M Structural Welding Code—Reinforcing Steel (paragraph (d) of this section).
(7) AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, (paragraph (d) of this section); or AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals (paragraph (d) of this section).
(8) Navigational Clearances for Bridges, refer to 23 CFR part 650, subpart H.
(9) AWS D1.1/D1.1M Structural Welding Code—Steel (paragraph (d) of this section).
(c) Materials. (1) General Materials Requirements, refer to 23 CFR part 635, subpart D.
(2) Quality Assurance Procedures for Construction, refer to 23 CFR part 637, subpart B.
(d) Documents incorporated by reference. The standards required in this section are incorporated by reference into this section with the approval of the Director of the Federal Register under 5 U.S.C. 552(a) and 1 CFR part 51. All approved material is available for inspection at U.S. Department of Transportation's National Transportation Library at 1200 New Jersey Avenue SE, Washington, DC 20590; (800) 853-1351 and is available from the sources indicated below. It is also available for inspection at the National Archives and Records Administration (NARA). For information on the availability of this material at NARA, email fr.inspection@nara.gov or go to www.archives.gov/federal-register/cfr/ibr-locations.html.
(1) American Association of State Highway and Transportation Officials (AASHTO), 555 12th Street NW, Suite 1000, Washington, DC 20004, 1-800-231-3475, https://store.transportation.org.
(i) AASHTO GDHS-7, A Policy on Geometric Design of Highways and Streets, 7th Edition, 2018.
(ii) A Policy on Design Standards—Interstate System, May 2016.
(iii) Standard Specifications for Highway Bridges, 17th Edition, 2002
(iv) AASHTO-LRFD Bridge Construction Specifications, 4th Edition, copyright 2017.
(v) AASHTO LRFD-8, LRFD Bridge Design Specifications, 8th Edition, 2017.
(vi) AASHTO LRFD Movable Highway Bridge Design Specifications, 2nd Edition, 2007, with:
(A) Interim Revisions, 2008,
(B) Interim Revisions, 2010,
(C) Interim Revisions, 2011,
(D) Interim Revisions, 2012,
(E) Interim Revisions, 2014,
(F) Interim Revisions, 2015, and
(G) Interim Revisions, 2018.
(vii) [Reserved]
(viii) AASHTO LTS-6, Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, 6th Edition, copyright 2013, with:
(A) AASHTO LTS-6-I1, 2015 Interim Revisions to Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, copyright 2014,
(B) AASHTO LTS-6-I2-OL, 2019 Interim Revisions to Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, copyright 2018, and
(C) AASHTO LTS-6-I3, 2020 Interim Revisions to Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, copyright 2019.
(ix) AASHTO LRFDLTS-1, LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, 1st Edition, copyright 2015, with:
(A) AASHTO LRFDLTS-1-I1-OL, 2017 Interim Revisions to LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, copyright 2016,
(B) AASHTO LRFDLTS-1-I2-OL, 2018 Interim Revisions to LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, copyright 2017,
(C) AASHTO LRFDLTS-1-I3-OL, 2019 Interim Revisions to LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, copyright 2018, and
(D) AASHTO LRFDLTS-1-I4, 2020 Interim Revisions to LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, copyright 2019.
(2) American Welding Society (AWS), 8669 NW 36 Street, #130 Miami, FL 33166-6672; www.aws.org; or (800) 443-9353 or (305) 443-9353.
(i) AWS D1.1/D1.1M:2015 Structural Welding Code—Steel, 23rd Edition, copyright 2015, including Errata March 2016 (second printing).
(ii) AWS D1.4/D1.4M:2011 Structural Welding Code -Reinforcing Steel, 2011.
(iii) AASHTO/AWS D1.5M/D1.5: 2015-AMD1, Bridge Welding Code, 7th Edition, Amendment: December 12, 2016.
(e) Additional design resources. The FHWA supports using, as design resources to achieve context sensitive designs, guides that national organizations develop from peer-reviewed research, or equivalent guides that are developed in cooperation with State or local officials, when such guides are not in conflict with Federal laws and regulations.
[62 FR 15397, Apr. 1, 1997, as amended at 67 FR 6395, Feb. 12, 2002; 69 FR 18803, Apr. 9, 2004; 71 FR 26414, May 5, 2006; 74 FR 28442, June 16, 2009; 80 FR 61307, Oct. 13, 2015; 83 FR 54880, Nov. 1, 2018; 87 FR 41, Jan. 3, 2022]
PART 626 PAVEMENT POLICY
Authority: 23 U.S.C. 101(e), 109, and 315; 49 CFR 1.48(b)
Source: 61 FR 67174, Dec. 19, 1996, unless otherwise noted.
§ 626.1 Purpose.
To set forth pavement design policy for Federal-aid highway projects.
§ 626.2 Definitions.
Unless otherwise specified in this part, the definitions in 23 U.S.C. 101(a) are applicable to this part. As used in this part:
Pavement design means a project level activity where detailed engineering and economic considerations are given to alternative combinations of subbase, base, and surface materials which will provide adequate load carrying capacity. Factors which are considered include: Materials, traffic, climate, maintenance, drainage, and life-cycle costs.
§ 626.3 Policy.
Pavement shall be designed to accommodate current and predicted traffic needs in a safe, durable, and cost effective manner.
PART 627 VALUE ENGINEERING
Authority: 23 U.S.C. 106(e), 106(g), 106(h), 112(a) and (b), 302, 315; and 49 CFR part 18.
Source: 79 FR 52975, Sept. 5, 2014, unless otherwise noted.
§ 627.1 Purpose and applicability.
(a) The purpose of this part is to prescribe the programs, policies and procedures for the integration of value engineering (VE) into the planning and development of all applicable Federal-aid highway projects.
(b) Each State transportation agency (STA) shall establish and sustain a VE program. This program shall establish the policies and procedures under which VE analyses are identified, conducted and approved VE recommendations implemented on applicable projects (as defined in § 627.5 of this part). These policies and procedures should also identify when a VE analysis is encouraged on all other projects where there is a high potential to realize the benefits of a VE analysis.
(c) The STAs shall establish the policies, procedures, functions, and capacity to monitor, assess, and report on the performance of the VE program, along with the VE analyses that are conducted and Value Engineering Change Proposals (VECP) that are accepted. The STAs shall ensure that its sub-recipients conduct VE analyses in compliance with this part.
§ 627.3 Definitions.
The following terms used in this part are defined as follows:
(a) Bridge project. A bridge project shall include any project where the primary purpose is to construct, reconstruct, rehabilitate, resurface, or restore a bridge.
(b) Final design. Any design activities following preliminary design and expressly includes the preparation of final construction plans and detailed specifications for the performance of construction work.
(c) Project. The term “project” means any undertaking eligible for assistance under title 23 of the United States Code. The limits of a project are defined as the logical termini in the environmental document and may consist of several contracts, or phases of a project or contract, which may be implemented over several years.
(d) Total project costs. The estimated costs of all work to be conducted on a project including the environment, design, right-of-way, utilities and construction phases.
(e) Value Engineering (VE) analysis. The systematic process of reviewing and assessing a project by a multidisciplinary team not directly involved in the planning and development phases of a specific project that follows the VE Job Plan and is conducted to provide recommendations for:
(1) Providing the needed functions, considering community and environmental commitments, safety, reliability, efficiency, and overall life-cycle cost (as defined in 23 U.S.C. 106(f)(2));
(2) Optimizing the value and quality of the project; and
(3) Reducing the time to develop and deliver the project.
(f) Value Engineering (VE) Job Plan. A systematic and structured action plan for conducting and documenting the results of the VE analysis. While each VE analysis shall address each phase in the VE Job Plan, the level of analysis conducted and effort expended for each phase may be scaled to meet the needs of each individual project. The VE Job Plan shall include and document the following seven phases:
(1) Information Phase: Gather project information including project commitments and constraints.
(2) Function Analysis Phase: Analyze the project to understand the required functions.
(3) Creative Phase: Generate ideas on ways to accomplish the required functions which improve the project's performance, enhance its quality, and lower project costs.
(4) Evaluation Phase: Evaluate and select feasible ideas for development.
(5) Development Phase: Develop the selected alternatives into fully supported recommendations.
(6) Presentation Phase: Present the VE recommendation to the project stakeholders.
(7) Resolution Phase: Evaluate, resolve, document and implement all approved recommendations.
(g) Value Engineering Change Proposal (VECP). A construction contract change proposal submitted by the construction contractor based on a VECP provision in the contract. These proposals may improve the project's performance, value and/or quality, lower construction costs, or shorten the delivery time, while considering their impacts on the project's overall life-cycle cost and other applicable factors.
§ 627.5 Applicable projects.
(a) A VE analysis shall be conducted prior to the completion of final design on each applicable project that utilizes Federal-aid highway funding, and all approved recommendations shall be included in the project's plans, specifications and estimates prior to authorizing the project for construction (as specified in 23 CFR 630.205).
(b) Applicable projects requiring a VE analysis shall include the following:
(1) Each project located on the National Highway System (NHS) (as specified in 23 U.S.C. 103) with an estimated total project cost of $50 million or more that utilizes Federal-aid highway funding;
(2) Each bridge project located on the NHS with an estimated total project cost of $40 million or more that utilizes Federal-aid highway funding;
(3) Any major project (as defined in 23 U.S.C. 106(h)), located on or off of the NHS, that utilizes Federal-aid highway funding in any contract or phase comprising the major project;
(4) Any project where a VE analysis has not been conducted and a change is made to the project's scope or design between the final design and the construction letting which results in an increase in the project's total cost exceeding the thresholds identified in paragraphs (b)(1), (2) or (3) of this section; and
(5) Any other project FHWA determines to be appropriate that utilizes Federal-aid highway program funding.
(c) An additional VE analysis is not required if, after conducting a VE analysis required under this part, the project is subsequently split into smaller projects in the design phase or the project is programmed to be completed by the letting of multiple construction projects. However, the STA may not avoid the requirement to conduct a VE analysis on an applicable project by splitting the project into smaller projects, or programming multiple design or construction projects.
(d) The STA's VE Program's policies and procedures should identify when VE analyses are to be considered or conducted for projects falling below the required thresholds identified in paragraph (b) of this section in the planning and development of transportation projects where there is a high potential for the project to benefit from a VE analysis. While not required, FHWA encourages STAs to consider the following projects that may benefit from a VE analysis:
(1) Complex projects on or off the NHS that have a total project cost of $25 million or more;
(2) Complex Bridge Projects on or off the NHS with an estimated total project cost of $20 million or more;
(3) Design-build projects on or off the NHS with an estimated cost of $25 million or more; and
(4) Any other complex, difficult or high cost project as determined by the STA.
(e) A VE analysis is not required for projects delivered using the design-build method of construction. While not required, FHWA encourages STAs and local public authorities to conduct a VE analysis on design-build projects that meet the requirements identified in paragraph (b) of this section.
(f) A VE analysis is required on projects delivered using the Construction Manager/General Contractor (CM/GC) method of contracting, if the project meets the requirements identified in paragraph (b) of this section.
§ 627.7 VE programs.
(a) The STA shall establish and sustain a VE program under which VE analyses are identified, conducted and approved VE recommendations implemented on all applicable projects (as defined in § 627.5). The STA's VE program shall:
(1) Establish and document VE program policies and procedures that ensure the required VE analysis is conducted on all applicable projects, and encourage conducting VE analyses on other projects that have the potential to benefit from this analysis;
(2) Ensure the VE analysis is conducted and all approved recommendations are implemented and documented in a final VE report prior to the project being authorized to proceed to a construction letting;
(3) Monitor and assess the VE Program, and disseminate an annual report to the FHWA consisting of a summary of all approved recommendations implemented on applicable projects requiring a VE analysis, the accepted VECPs, and VE program functions and activities;
(4) Establish and document policies, procedures, and contract provisions that identify when VECP's may be used; identify the analysis, documentation, basis, and process for evaluating and accepting a VECP; and determine how the net savings of each VECP may be shared between the agency and contractor;
(5) Establish and document policies, procedures, and controls to ensure a VE analysis is conducted and all approved recommendations are implemented for all applicable projects administered by local public agencies; and ensure the results of these analyses are included in the VE program monitoring and reporting; and
(6) Provide for the review of any project where a delay occurs between when the final plans are completed and the project advances to a letting for construction to determine if a change has occurred to the project's scope or design where a VE analysis would be required to be conducted (as specified in § 625.5(b)).
(b) STAs shall ensure the required VE analysis has been performed on each applicable project including those administered by subrecipients, and shall ensure approved recommendations are implemented into the project's plans, specifications, and estimates prior to the project being authorized for construction (as specified in 23 CFR 630.205).
(c) STAs shall designate a VE Program Coordinator to promote and advance VE program activities and functions. The VE Coordinator's responsibilities should include establishing and maintaining the STA's VE policies and procedures; facilitating VE training; ensuring VE analyses are conducted on applicable projects; monitoring, assessing, and reporting on the VE analyses conducted and VE program; participating in periodic VE program and project reviews; submitting the required annual VE report to the FHWA; and supporting the other elements of the VE program.
§ 627.9 Conducting a VE analysis.
(a) A VE analysis should be conducted as early as practicable in the planning or development of a project, preferably before the completion of the project's preliminary design. At a minimum, the VE analysis shall be conducted prior to completing the project's final design.
(b) The VE analysis should be closely coordinated with other project development activities to minimize the impact approved recommendations might have on previous agency, community, or environmental commitments; the project's scope or schedule; and the use of innovative technologies, materials, methods, plans or construction provisions.
(c) When the STA or local public agency chooses to conduct a VE analysis for a project utilizing the design-build project delivery method, the VE analysis should be performed prior to the release of the final Request for Proposals or other applicable solicitation documents.
(d) For projects delivered using the CM/GC contracting method, a VE analysis is not required prior to the preparation and release of the RFP for the CM/GC contract. The VE analysis is required to be completed and approved recommendations incorporated into the project plans prior to requesting a construction price proposal from the CM/GC contractor.
(e) STAs shall ensure the VE analysis meets the following requirements:
(1) Uses a multidisciplinary team not directly involved in the planning or design of the project, with at least one individual who has training and experience with leading VE analyses;
(2) Develops and implements the VE Job Plan;
(3) Produces a formal written report outlining, at a minimum:
(i) Project information;
(ii) Identification of the VE analysis team;
(iii) Background and supporting documentation, such as information obtained from other analyses conducted on the project (e.g., environmental, safety, traffic operations, constructability);
(iv) Documentation of the stages of the VE Job Plan which would include documentation of the life-cycle costs that were analyzed;
(v) Summarization of the analysis conducted;
(vi) Documentation of the proposed recommendations and approvals received at the time the report is finalized; and
(vii) The formal written report shall be retained for at least 3 years after the completion of the project.
(f) For bridge projects, in addition to the requirements in subsection (e), the VE analyses shall:
(1) Include bridge substructure and superstructure requirements that consider alternative construction materials; and
(2) Be conducted based on:
(i) An engineering and economic assessment, taking into consideration acceptable designs for bridges; and
(ii) An analysis of life-cycle costs and duration of project construction.
(g) STAs and local public agencies may employ qualified consultants (as defined in 23 CFR 172.3) to conduct a VE analysis. The consultant shall possess training and experience with leading VE analyses. A consulting firm or individual shall not be used to conduct or support a VE analysis if they have a conflict of interest (as specified in 23 CFR 1.33).
(h) STAs, and local public agencies are encouraged to use a VECP clause (or other such clauses under a different name) in an applicable project's contract, allowing the construction contractor to propose changes to the project's plans, specifications, or other contract documents. Whenever such clauses are used, the STA and local authority will consider changes that could improve the project's performance, value and quality, shorten the delivery time, or lower construction costs, while considering impacts on the project's overall life-cycle cost and other applicable factors. The basis for a STA or local authority to consider a VECP is the analysis and documentation supporting the proposed benefits that would result from implementing the proposed change in the project's contract or project plans.
(i) Proposals to accelerate construction after the award of the contract will not be considered a VECP and will not be eligible for Federal-aid highway program funding participation. Where it is necessary to accelerate construction, STAs and local public agencies are encouraged to use the appropriate incentive or disincentive clauses so that all proposers will take this into account when preparing their bids or price proposals.
PART 630 PRECONSTRUCTION PROCEDURES
Authority: 23 U.S.C. 106, 109, 112, 115, 315, and 402(a); sec. 1110, 1501, and 1503, Pub. L. 109-59, 119 Stat. 1144; Pub. L. 105-178, 112 Stat. 193; Pub. L. 104-59, 109 Stat. 582; Pub. L. 97-424, 96 Stat. 2106; Pub. L. 90-495, 82 Stat. 828; Pub. L. 85-767, 72 Stat. 896; Pub. L. 84-627, 70 Stat. 380; sections 1303 and 1405, Pub. L. 112-141, 126 Stat. 405; and 23 CFR 1.32 and 49 CFR 1.81 and 1.85.
Subpart A Project Authorization and Agreements
Source: 66 FR 23847, May 10, 2001, unless otherwise noted.
§ 630.102 Purpose.
The purpose of this subpart is to prescribe policies for authorizing Federal-aid projects through execution of the project agreement required by 23 U.S.C. 106(a)(2).
§ 630.104 Applicability.
(a) This subpart is applicable to all Federal-aid projects unless specifically exempted.
(b) Other projects which involve special procedures are to be approved, or authorized as set out in the implementing instructions or regulations for those projects.
§ 630.106 Authorization to proceed.
(a)(1) The State Department of Transportation (State DOT) must obtain an authorization to proceed from the FHWA before beginning work on any Federal-aid project. The State DOT may request an authorization to proceed in writing or by electronic mail for a project or a group of projects.
(2) The FHWA will issue the authorization to proceed either through or after the execution of a formal project agreement with the State. The agreement can be executed only after applicable prerequisite requirements of Federal laws and implementing regulations and directives are satisfied. Except as provided in paragraphs (c)(1) through (c)(4) of this section, the FHWA will obligate Federal funds in the project or group of projects upon execution of the project agreement.
(3) The State's request that Federal funds be obligated shall be supported by a documented cost estimate that is based on the State's best estimate of costs.
(4) The State shall maintain a process to adjust project cost estimates. For example, the process would require a review of the project cost estimate when the bid is approved, a project phase is completed, a design change is approved, etc. Specifically, the State shall revise the Federal funds obligated within 90 days after it has determined that the estimated Federal share of project costs has decreased by $250,000 or more.
(5) The State shall review, on a quarterly basis, inactive projects (for the purposes of this subpart an “inactive project” means a project for which no expenditures have been charged against Federal funds for the past 12 months) with unexpended Federal obligations and shall revise the Federal funds obligated for a project within 90 days to reflect the current cost estimate, based on the following criteria:
(i) Projects inactive for the past 12 months with unexpended balances more than $500,000,
(ii) Projects inactive for the past 24 months with unexpended balances of $50,000 to $500,000, and
(iii) Projects inactive for the past 36 months with unexpended balances less than $50,000.
(6) If the State fails to comply with the requirements of paragraphs (a)(3), (4), or (5) of this section, then the FHWA shall revise the obligations or take such other action as authorized by 23 CFR 1.36. The FHWA shall advise the State of its proposed actions and provide the State with the opportunity to respond before actions are taken. The FHWA shall not adjust obligations without a State's consent during the August redistribution process, August 1 to September 30.
(7) For design-build projects, the execution or modification of the project agreement for final design and physical construction, and authorization to proceed, shall not occur until after the completion of the NEPA process. However, preliminary design (as defined in 23 CFR 636.103) and preliminary engineering may be authorized in accordance with this section.
(8) For Construction Manager/General Contractor projects, the execution or modification of the project agreement for preconstruction services associated with final design and for construction services, and authorization to proceed with such services, shall not occur until after the completion of the NEPA process. However, preconstruction services associated with preliminary design may be authorized in accordance with this section.
(9) For Indefinite Delivery/Indefinite Quantity projects, the execution or modification of the project agreement for final design or physical construction, and authorization to proceed, shall not occur until after the completion of the NEPA process.
(b) Federal funds shall not participate in costs incurred prior to the date of a project agreement except as provided by 23 CFR 1.9(b).
(c) The execution of the project agreement shall be deemed a contractual obligation of the Federal government under 23 U.S.C. 106 and shall require that appropriate funds be available at the time of authorization for the agreed Federal share, either pro rata or lump sum, of the cost of eligible work to be incurred by the State except as follows:
(1) Advance construction projects authorized under 23 U.S.C. 115.
(2) Projects for preliminary studies for the portion of the preliminary engineering and right-of-way (ROW) phase(s) through the selection of a location.
(3) Projects for ROW acquisition in hardship and protective buying situations through the selection of a particular location. This includes ROW acquisition within a potential highway corridor under consideration where necessary to preserve the corridor for future highway purposes. Authorization of work under this paragraph shall be in accord with the provisions of 23 CFR part 710.
(4) In special cases where the Federal Highway Administrator determines it to be in the best interest of the Federal-aid highway program.
(d) For projects authorized to proceed under paragraphs (c)(1) through (c)(4) of this section, the executed project agreement shall contain the following statement: “Authorization to proceed is not a commitment or obligation to provide Federal funds for that portion of the undertaking not fully funded herein.”
(e) For projects authorized under paragraphs (c)(2) and (c)(3) of this section, subsequent authorizations beyond the location stage shall not be given until appropriate available funds have been obligated to cover eligible costs of the work covered by the previous authorization.
(f)(1) The Federal-aid share of eligible project costs shall be established at the time the project agreement is executed in one of the following manners:
(i) Pro rata, with the agreement stating the Federal share as a specified percentage; or
(ii) Lump sum, with the agreement stating that Federal funds are limited to a specified dollar amount not to exceed the legal pro rata.
(2) The pro-rata or lump sum share may be adjusted before or shortly after contract award to reflect any substantive change in the bids received as compared to the State DOT's estimated cost of the project at the time of FHWA authorization, provided that Federal funds are available.
(3) Federal participation is limited to the agreed Federal share of eligible costs actually incurred by the State, not to exceed the maximum permitted by enabling legislation.
(g) The State may contribute more than the normal non-Federal share of title 23, U.S.C. projects. In general, financing proposals that result in only minimal amounts of Federal funds in projects should be avoided unless they are based on sound project management decisions.
(h)(1) Donations of cash, land, material or services may be credited to the State's non-Federal share of the participating project work in accordance with title 23, U.S.C., and implementing regulations.
(2) Contributions may not exceed the total costs incurred by the State on the project. Cash contributions from all sources plus the Federal funds may not exceed the total cost of the project.
[66 FR 23847, May 10, 2001, as amended at 71 FR 4995, Jan. 31, 2006; 72 FR 45336, Aug. 14, 2007; 81 FR 86942, Dec. 2, 2016; 85 FR 72931, Nov. 16, 2020]
§ 630.108 Preparation of agreement.
(a) The State DOT shall prepare a project agreement for each Federal-aid project.
(b) The State DOT may develop the project agreement in a format acceptable to both the State DOT and the FHWA provided the following are included:
(1) A description of each project location including State and project termini;
(2) The Federal-aid project number;
(3) The work covered by the agreement;
(4) The total project cost and amount of Federal funds under agreement;
(5) The Federal-aid share of eligible project costs expressed as either a pro rata percentage or a lump sum as set forth in § 630.106(f)(1);
(6) A statement that the State accepts and will comply with the agreement provisions set forth in § 630.112;
(7) A statement that the State stipulates that its signature on the project agreement constitutes the making of the certifications set for in § 630.112; and
(8) Signatures of officials from both the State and the FHWA, and the date executed.
(c) The project agreement should also document, by comment, instances where:
(1) The State is applying amounts of credits from special accounts (such as the 23 U.S.C. 120(j) toll credits, 23 U.S.C. 144(n) off-system bridge credits and 23 U.S.C. 323 land value credits) to cover all or a portion of the normal percent non-Federal share of the project;
(2) The project involves other arrangements affecting Federal funding or non-Federal matching provisions, including tapered match, donations, or use of other Federal agency funds, if known at the time the project agreement is executed; and
(3) The State is claiming finance related costs for bond and other debt instrument financing (such as payments to States under 23 U.S.C. 122).
(d) The State DOT may use an electronic version of the agreement as provided by the FHWA.
(Approved by the Office of Management and Budget under control number 2125-0529)
§ 630.110 Modification of original agreement.
(a) When changes are needed to the original project agreement, a modification of agreement shall be prepared. Agreements should not be modified to replace one Federal fund category with another unless specifically authorized by statute.
(b) The State DOT may develop the modification of project agreement in a format acceptable to both the State DOT and the FHWA provided the following are included:
(1) The Federal-aid project number and State;
(2) A sequential number identifying the modification;
(3) A reference to the date of the original project agreement to be modified;
(4) The original total project cost and the original amount of Federal funds under agreement;
(5) The revised total project cost and the revised amount of Federal funds under agreement;
(6) The reason for the modifications; and,
(7) Signatures of officials from both the State and the FHWA and date executed.
(c) The State DOT may use an electronic version of the modification of project agreement as provided by the FHWA.
§ 630.112 Agreement provisions.
(a) The State, through its transportation department, accepts and agrees to comply with the applicable terms and conditions set forth in title 23, U.S.C., the regulations issued pursuant thereto, the policies and procedures promulgated by the FHWA relative to the designated project covered by the agreement, and all other applicable Federal laws and regulations.
(b) Federal funds obligated for the project must not exceed the amount agreed to on the project agreement, the balance of the estimated total cost being an obligation of the State. Such obligation of Federal funds extends only to project costs incurred by the State after the execution of a formal project agreement with the FHWA.
(c) The State must stipulate that as a condition to payment of the Federal funds obligated, it accepts and will comply with the following applicable provisions:
(1) Project for acquisition of rights-of-way. In the event that actual construction of a road on this right-of-way is not undertaken by the close of the twentieth fiscal year following the fiscal year in which the project is authorized, the State DOT will repay to the FHWA the sum or sums of Federal funds paid to the transportation department under the terms of the agreement. The State may request a time extension beyond the 20-year limit with no repayment of Federal funds, and the FHWA may approve this request if it is considered reasonable.
(2) [Reserved]
(3) Drug-free workplace. By signing the project agreement, the State DOT agrees to maintain a drug-free workplace, identify all known workplaces under Federal awards, and fulfill other responsibilities required by 49 CFR part 32.
(4) Suspension and debarment verification. By signing the project agreement, the State DOT agrees to verify that contractors are not excluded through suspension or debarment, as required by 2 CFR parts 180, subpart C, and 1200.
(5) Lobbying certification. By signing the project agreement, the State DOT agrees to abide by the lobbying restrictions set forth in 49 CFR part 20. In signing the project agreement, the State is providing the certification required in appendix A to 49 CFR part 20.
[66 FR 23847, May 10, 2001, as amended at 85 FR 72931, Nov. 16, 2020; 90 FR 22860, May 30, 2025]
Subpart B Plans, Specifications, and Estimates
Source: 43 FR 58564, Dec. 15, 1978, unless otherwise noted.
§ 630.201 Purpose.
The purpose of this subpart is to prescribe Federal Highway Administration (FHWA) procedures relating to the preparation, submission, and approval of plans, specifications and estimates (PS&E), and supporting documents for Federal-aid projects.
§ 630.203 Applicability.
The provisions of this regulation apply to all highway construction projects financed in whole or in part with Federal-aid highway funds and to be undertaken by a State or political subdivision.
[69 FR 7118, Feb. 13, 2004]
§ 630.205 Preparation, submission, and approval.
(a) The contents and number of copies of the PS&E assembly shall be determined by the FHWA.
(b) Plans and specifications shall describe the location and design features and the construction requirements in sufficient detail to facilitate the construction, the contract control and the estimation of construction costs of the project. The estimate shall reflect the anticipated cost of the project in sufficient detail to provide an initial prediction of the financial obligations to be incurred by the State and FHWA and to permit an effectice review and comparison of the bids received.
(c) PS&E assemblies for Federal-aid highway projects shall be submitted to the FHWA for approval.
(d) The State DOT shall be advised of approval of the PS&E by the FHWA.
(e) No project or part thereof for actual construction shall be advertised for contract nor work commenced by force account until the PS&E has been approved by the FHWA and the State DOT has been so notified, except in the case of an Indefinite Delivery/Indefinite Quantity project conforming to the requirements of 23 CFR part 635 subpart F.
[43 FR 58564, Dec. 15, 1978, as amended at 85 FR 72931, Nov. 16, 2020]
C Subpart C [Reserved]
Subpart D Geodetic Markers
Source: 39 FR 26414, July 19, 1974, unless otherwise noted.
§ 630.401 Purpose.
The purpose of this subpart is to prescribe procedures for conducting geodetic control surveys when participation with Federal-aid highway funds in the cost thereof is proposed and to encourage inter-agency cooperation in setting station markers, surveying to measure their position, and preserving the control so established.
§ 630.402 Policy.
(a) Geodetic surveys along Federal-aid highway routes may be programmed as Federal-aid highway projects.
(b) All geodetic survey work performed as a Federal-aid highway project will conform to National Ocean Survey (NOS) specifications. NOS will, as the representative of FHWA, be responsible for the inspection and verification of the work to ascertain that the specifications for the work have been met. Final project acceptance by FHWA will be predicated on a finding of acceptability by NOS.
§ 630.403 Initiation of projects.
All projects shall be coordinated by the FHWA Division Administrator, the State highway department and the National Ocean Survey.
§ 630.404 Standards.
(a) Highway purposes may best be served by the establishment of station markings for horizontal control along Federal-aid highway routes at spacings of three to eight kilometers (about 2 to 5 miles) and station markers for vertical control of spacings no closer than one kilometer. These requirements may be waived only with the approval of the Administrator.
(b) Projects should be of sufficient scope to permit efficient use of field parties. Projects should extend at least 30 kilometers. Projects may be coordinated with adjoining States to attain greater efficiency.
(c) Where geodetic station markers cannot be established inititally at points readily accessible from the Federal-aid route, or where unavoidable circumstances result in their being established within construction limits, supplemental projects may later be approved to set and survey markers at satisfactory permanent points, preferably within the right-of-way but at points where their use does not introduce traffic hazards.
E Subparts E-F [Reserved]
Subpart G Advance Construction of Federal-Aid Projects
Source: 60 FR 36993, July 19, 1995, unless otherwise noted.
§ 630.701 Purpose.
The purpose of this subpart is to prescribe procedures for advancing the construction of Federal-aid highway projects without obligating Federal funds apportioned or allocated to the State.
§ 630.703 Eligibility.
(a) The State Department of Transportation (DOT) may proceed with a project authorized in accordance with title 23, United States Code:
(1) Without the use of Federal funds; and
(2) In accordance with all procedures and requirements applicable to the project other than those procedures and requirements that limit the State to implementation of a project—
(i) With the aid of Federal funds previously apportioned or allocated to the State; or
(ii) With obligation authority previously allocated to the State.
(b) The FHWA, on the request of a State and execution of a project agreement, may obligate all or a portion of the Federal share of a project authorized to proceed under this section from any category of funds for which the project is eligible.
[73 FR 50196, Aug. 26, 2008]
§ 630.705 Procedures.
(a) An advance construction project shall meet the same requirements and be processed in the same manner as a regular Federal-aid project, except,
(1) The FHWA authorization does not constitute any commitment of Federal funds on the project, and
(2) The FHWA shall not reimburse the State until the project is converted under § 630.709.
(b) [Reserved]
[60 FR 36993, July 19, 1995, as amended at 68 FR 60033, Oct. 21, 2003; 90 FR 40737, Aug. 21, 2025]
§ 630.707 [Reserved]
§ 630.709 Conversion to a regular Federal-aid project.
(a) The State Department of Transportation may submit a written request to the FHWA that a project be converted to a regular Federal-aid project at any time provided that sufficient Federal-aid funds and obligation authority are available.
(b) Subsequent to FHWA approval the State Department of Transportation may claim reimbursement for the Federal share of project costs incurred, provided the project agreement has been executed. If the State Department of Transportation has previously submitted a final voucher, the FHWA will process the voucher for payment.
[60 FR 36993, July 19, 1995, as amended at 73 FR 50196, Aug. 26, 2008]
H Subparts H-I [Reserved]
Subpart J Work Zone Safety and Mobility
Source: 89 FR 87293, Nov. 1, 2024, unless otherwise noted.
§ 630.1002 Purpose.
Work zones directly impact the safety and mobility of road users and highway workers. These safety and mobility impacts are exacerbated by an aging highway infrastructure and growing congestion in many locations. Addressing these safety and mobility issues requires considerations that start early in project development and continue through project completion. Part 6 of the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) (incorporated by reference, see § 630.1018) sets forth basic principles and prescribes standards for the design, application, installation, and maintenance of traffic control devices for highway and street construction, maintenance operation, and utility work. In addition to the provisions in the MUTCD, there are other actions that could be taken to further help mitigate the safety and mobility impacts of work zones. This subpart establishes requirements and provides guidance for systematically addressing the safety and mobility impacts of work zones, and for developing strategies to help manage these impacts on Federal-aid highway projects.
§ 630.1004 Definitions and explanation of terms.
As used in this subpart:
Agency means a State or local highway agency or authority that receives Federal-aid highway funding.
Highway workers include, but are not limited to, personnel of the contractor, subcontractor, agency, utilities, and law enforcement, performing work within the right-of-way of a transportation facility.
Mobility is the ability to move from place to place and is significantly dependent on the availability of transportation facilities and on system operating conditions. With specific reference to work zones, mobility pertains to moving road users efficiently through or around a work zone area with minimum delay compared to baseline travel when no work zone is present, while not compromising the safety of highway workers or road users. The commonly used performance measures for the assessment of mobility include delay, speed, travel time, and queue lengths.
Safety is a representation of the level of exposure to potential hazards for users of transportation facilities and highway workers. With specific reference to work zones, safety refers to minimizing potential hazards to road users in the vicinity of a work zone and highway workers at the work zone interface with traffic. The commonly used performance measures for highway work zone safety are the number of crashes or the consequences of crashes (fatalities and injuries) at a given location or along a section of highway during a period of time. In terms of highway worker safety performance measures, the number of highway worker fatalities and injuries at a given location or along a section of highway during a period of time are commonly used measures.
State refers to a State department of transportation.
Transportation management plan (TMP) consists of strategies to manage the work zone impacts of a project. Its scope, content, and degree of detail may vary based upon the agency's work zone policy and the agency's understanding of the expected work zone impacts of the project. Refer to § 630.1010(d) and § 630.1012(b) for more information on a TMP and its components.
Work zone is an area of a highway with construction, maintenance, or utility work activities. A work zone is typically marked by one or more of the following: signs, channelizing devices, barriers, pavement markings, or work vehicles. It extends from the first warning sign or high intensity rotating, flashing, oscillating, or strobe lights on a vehicle to the END ROAD WORK sign or the last temporary traffic control (TTC) device. See MUTCD, Part 6, “Temporary Traffic Control” (incorporated elsewhere in this subpart).
Work zone crash is a crash that occurs in or related to a construction, maintenance, or utility work zone, whether or not workers were actually present at the time of the crash. “Work zone-related” crashes may also include crashes involving motor vehicles slowed or stopped because of the work zone, even if the first harmful event occurred before the first warning sign. See “Model Minimum Uniform Crash Criteria Guideline” (MMUCC), 5thEd. (Electronic), 2017, produced by NHTSA. Available at the following website: https://www.nhtsa.gov/mmucc-1.
Work zone impacts refer to work zone-induced deviations from the normal range of transportation system safety and mobility. The extent of the work zone impacts may vary based on factors such as: road classification and geometrics; area type (urban, suburban, and rural); traffic and travel characteristics (volumes, speeds, vehicle mix and classification, etc.); type of work being performed; type of temporary traffic control; distance between workers and traffic; availability of escape paths for workers; time of day/night; and complexity and duration of the project. These impacts may extend beyond the physical location of the work zone itself, including upstream or downstream of the work zone location, other highway corridors, other modes of transportation, and/or the regional transportation network.
Work zone programmatic review is a data-driven, systematic, and holistic analysis that uses quantitative and qualitative data from different sources to assess the safety and mobility performance of work zones under a State's jurisdiction in order to identify improvements to that agency's work zone processes and procedures.
§ 630.1006 Work zone safety and mobility policy.
(a) Each State shall implement a policy for the systematic consideration and management of work zone impacts on all Federal-aid highway projects. This policy shall address work zone impacts throughout the various stages of the project development and implementation process. This policy may take the form of processes, procedures, or guidance, and may vary based on the characteristics and expected work zone impacts of individual projects or classes of projects.
(b) At a minimum, the policy shall identify safety and mobility performance measures that will be used to manage work zone performance. Examples of such performance measures include number of fatal and injury crashes occurring in a work zone, percent of projects that exceed a preestablished crash rate in the work zone, number of highway worker fatalities and injuries experienced, highway worker fatality and injury rate per hours worked, percent of projects that experience queues above a predefined threshold, and percent of time when speeds in a work zone drop below a predefined threshold.
(c) The States should institute this policy using a multi-disciplinary team and in cooperation with the Federal Highway Administration (FHWA). The States are encouraged to implement this policy for non-Federal-aid projects as well.
§ 630.1008 State-level processes and procedures.
(a) General. This section consists of State-level processes and procedures for States to implement and sustain their respective work zone safety and mobility policies. State-level processes and procedures, data and information resources, training, and periodic evaluation enable a systematic approach for addressing and managing the safety and mobility impacts of work zones.
(b) Work zone assessment and management procedures. States shall develop and implement systematic procedures to assess likely work zone impacts to all highway workers and anticipated road users in project development and to manage safety and mobility impacts occurring during project implementation. The scope of these procedures shall be based on the project characteristics.
(c) Work zone data. States shall use field observations, available work zone crash data, available safety surrogate data, available operational information, and available exposure data to monitor and manage work zone impacts for specific projects during implementation and to perform its work zone programmatic reviews. Examples of crash data include fatalities, injuries, and crashes; examples of safety surrogate data include speed differentials, hard braking, and other data from connected and autonomous vehicles; examples of available operational information include speeds, travel times, queue length, and duration; and examples of available exposure data include number of projects, number and length of lane closures, and vehicle-miles traveled through work zones.
(d) Training. States shall require that personnel involved in the development, design, implementation, operation, inspection, and enforcement of work-zone-related transportation management and traffic control be trained, appropriate to the job decisions each individual is required to make. States shall require periodic training updates that reflect changing industry practices and State processes and procedures.
(e) Work zone programmatic review. In order to assess the effectiveness of work zone safety and mobility processes and procedures, States shall perform a work zone programmatic review every 5 years and share that review with FHWA by the end of the 5-year review period.
(1) The work zone programmatic review shall include a data-driven assessment of the safety and mobility performance of the State's work zones. At a minimum, this review shall include a representative sample of the State's significant work zones over the 5-year period being reviewed. The approach used for selecting the representative projects shall be documented and should be based on factors such as land use (urban and rural locations), roadway type, type of work zone, and extent of the work zone impacts.
(2) Each programmatic review shall include an assessment of the work zone safety and mobility performance occurring since the last review was performed, systematic identification and assessment of the States' work zone management processes and procedures to be improved, action items to be taken to achieve improvement, State divisions or offices responsible for implementing the actions, and estimated timeline for implementation.
(3) States shall use available crash data, available safety surrogate data, available operational data, and the performance measures specified in their work zone policy to conduct the assessment. Section 630.1008(c) provides example performance measures for each data source listed in this section. To ensure assessment of the safety and mobility performance of their work zones on a continuous basis, States shall monitor performance annually.
(4) The work zone programmatic review shall include examination of efforts across State divisions or offices affecting work zone safety and mobility management, including but not limited to: project planning, project design, project implementation, maintenance activities, transportation operations and management, permitting (e.g., utilities, oversize/overweight, lane closures, sidewalk closures), training, and public information and outreach.
(5) Appropriate personnel who represent the project development and implementation stages and the different offices within the State and FHWA should participate in this review. Other non-State stakeholders may also be included in this review, as appropriate.
§ 630.1010 Significant projects.
(a) A significant project is one that, alone or in combination with other concurrent projects nearby, is anticipated to cause sustained work zone impacts (as defined in § 630.1004) that are greater than what is considered tolerable based on State policy and engineering judgment.
(b) The applicability of the provisions in §§ 630.1012(b)(2) and 630.1012(b)(3) is dependent upon whether a project is determined to be significant. The State shall identify upcoming projects that are expected to be significant. This identification of significant projects should be done as early as possible in the project delivery and development process, and in cooperation with FHWA. The State's work zone policy provisions, the project's characteristics, and the magnitude and extent of the anticipated work zone impacts should be considered when determining if a project is significant or not.
(c) All Interstate system projects within the boundaries of a designated Transportation Management Area that require intermittent or continuous lane closures for 3 or more consecutive days shall be considered as significant projects.
(d) For an Interstate system project or categories of Interstate system projects that are classified as significant through the application of the provisions in paragraph (c) of this section but in the judgment of the State do not cause sustained work zone impacts, the State may request from FHWA an exception to §§ 630.1012(b)(2) and 630.1012(b)(3). The FHWA may grant exceptions to these provisions based on the State's ability to show that the specific Interstate system project or categories of Interstate system projects do not have sustained work zone impacts.
(e) Non-interstate system projects with less than 3 consecutive days of intermittent or continuous lane closures do not require the transportation operations (TO) or public information and outreach (PIO) components of a TMP (as described in § 630.1012(b)).
§ 630.1012 Project-level procedures.
(a) Scope. This section provides guidance and establishes procedures for States to manage the work zone impacts of individual projects.
(b) Transportation Management Plan. For significant projects (as described in § 630.1010), the State shall develop a TMP that consists of a TTC plan and addresses both TO and PIO components. For individual projects or classes of projects that the State determines to have less than significant work zone impacts, the TMP may consist only of a TTC plan. States are encouraged to consider TO and PIO issues for all projects.
(1) A TTC plan describes TTC measures to be used for facilitating road users through a work zone or an incident area. The TTC plan shall be consistent with the provisions under Part 6 of the MUTCD (incorporated by reference, see § 630.1018). In developing and implementing the TTC plan, pre-existing roadside safety hardware shall be maintained at an equivalent or better level than existed prior to project implementation. The scope of the TTC plan is determined by the project characteristics and the traffic safety and control requirements identified by the State for that project. The TTC plan shall either be a reference to specific TTC elements in the MUTCD, approved standard TTC plans, State transportation department TTC manual, or be designed specifically for the project.
(2) The TO component of the TMP shall include the identification of strategies that the State will use to mitigate impacts of the work zone on the operation and management of the transportation system within the work zone impact area. Typical TO strategies may include, but are not limited to, demand management, corridor/network management, safety management and enforcement, and work zone traffic management. The scope of the TO component should be determined by the project characteristics and the transportation operations and safety strategies identified by the State.
(3) The PIO component of the TMP shall include communications strategies that seek to inform affected road users, the general public, area residences and businesses, and appropriate public entities about the project, the expected work zone impacts, and the changing conditions on the project. This may include traveler information strategies. The scope of the PIO component should be determined by the project characteristics and the public information and outreach strategies identified by the State. Public information and outreach should be provided through methods best suited for the project, and may include, but not be limited to, information on the project characteristics, expected impacts, closure details, and commuter alternatives.
(4) States should develop and implement the TMP in sustained consultation with stakeholders (e.g., other transportation agencies, railroad agencies/operators, transit providers, freight movers, utility suppliers, police, fire, emergency medical services, schools, business communities, and regional transportation management centers).
(c) Inclusion of TMP in Plans, Specification, and Estimates. The Plans, Specifications, and Estimates (PS&E) shall include either a TMP or provisions for contractors to develop a TMP at the most appropriate project phase as applicable to the State's chosen contracting methodology for the project. A contractor-developed TMP shall be subject to the approval of the State and shall not be implemented before it is approved by the State.
(d) Inclusion of Pay Item Provisions in Plans, Specification, and Estimates. The PS&Es shall include appropriate pay item provisions for implementing the TMP, either through method- or performance-based specifications.
(e) Responsible persons. The State and the contractor shall each designate a trained person, as specified in § 630.1008(d), at the project level who has the primary responsibility and sufficient authority for implementing the TMP and other safety and mobility aspects of the project.
§ 630.1014 Implementation.
Each State shall work in cooperation with FHWA in the implementation of its policies and procedures to improve work zone safety and mobility. At a minimum, this shall involve an FHWA review of conformance of the State's policies and procedures with this regulation and reassessment of the State's implementation of its procedures at appropriate intervals. Each State is encouraged to address implementation of this regulation in its stewardship agreement with FHWA.
§ 630.1016 Compliance date.
States shall comply with all the provisions of this rule no later than December 31, 2026. The next work zone programmatic review will be due December 31, 2030. For projects that are in the later stages of development at or about the compliance date, and if it is determined that the delivery of those projects would be significantly impacted as a result of this rule's provisions, States may request variances for those projects from FHWA on a project-by-project basis.
§ 630.1018 Incorporation by reference.
Certain material is incorporated by reference into this subpart with the approval of the Director of the Federal Register under 5 U.S.C. 552(a) and 1 CFR part 51. All approved incorporation by reference (IBR) material is available for inspection at FHWA and at the National Archives and Records Administration (NARA). Contact FHWA at: Federal Highway Administration, Office of Transportation Operations, 1200 New Jersey Avenue SE, Washington, DC 20590; phone: (202) 366-8043; website: ops.fhwa.dot.gov/contactus.htm. For information on the availability of this material at NARA, visit www.archives.gov/federal-register/cfr/ibr-locations or email fr.inspection@nara.gov. The material may be obtained from the following sources:
(a) FHWA, Federal Highway Administration, 1200 New Jersey Avenue SE, Washington, DC 20590; phone: (202) 366-1993; website: mutcd.fhwa.dot.gov.
(1) Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), 11th Edition, FHWA, December 2023; approved for §§ 630.1002; 630.1012.
(2) [Reserved]
(b) [Reserved]
Subpart K Temporary Traffic Control Devices
Source: 89 FR 87296, Nov. 1, 2024, unless otherwise noted.
§ 630.1102 Purpose.
To decrease the likelihood of highway work zone fatalities and injuries to workers and road users by establishing minimum requirements and providing guidance for the use of positive protection devices between the work space and motorized traffic; installation and maintenance of temporary traffic control devices; use of uniformed law enforcement officers during construction, utility, and maintenance operations; and by requiring contract pay items to ensure the availability of funds for these provisions. This subpart is applicable to all Federal-aid highway projects, and its application is encouraged on other highway projects as well.
§ 630.1104 Definitions and explanation of terms.
For the purposes of this subpart, the following definitions apply:
Agency means a State or local highway agency or authority that receives Federal-aid highway funding.
Engineering study means the analysis and evaluation of available pertinent information, and the application of appropriate principles, provisions, and practices for the purpose of determining the choice and application of work zone positive protection devices, exposure control measures, or other traffic control measures to safely manage work zones.
Exposure control measures means traffic management strategies to avoid work zone crashes involving workers and motorized traffic by eliminating or reducing traffic through the work zone, or diverting traffic away from the work space.
Federal-aid highway project means highway construction, maintenance, and utility projects funded in whole or in part with Federal-aid funds.
Motorized traffic means the motorized traveling public. This term does not include motorized construction or maintenance vehicles and equipment within the work space.
Other traffic control measures means all strategies and temporary traffic controls other than Positive Protection Devices and Exposure Control Measures, but including uniformed law enforcement officers, used to reduce the risk of work zone crashes involving motorized traffic.
Positive protection devices means devices that contain or redirect vehicles and meet applicable industry crashworthiness evaluation criteria. Industry crashworthiness evaluation criteria are not regulatory, and use of them is voluntary and not required by law.
§ 630.1106 Policy and procedures for work zone safety management.
(a) Each agency's policy and processes, procedures, or guidance for the systematic consideration and management of work zone impacts, to be established in accordance with § 630.1006, shall include the consideration and management of road user and worker safety on Federal-aid highway projects. These processes, procedures, or guidance, to be developed in cooperation with the Federal Highway Administration (FHWA), shall address the use of Positive Protection Devices to prevent the intrusion of motorized traffic into the work space and other potentially hazardous areas in the work zone; Exposure Control Measures to avoid or minimize worker exposure to motorized traffic and road user exposure to work activities; Other Traffic Control Measures including uniformed law enforcement officers to minimize work zone crashes; and the safe entry/exit of work vehicles onto/from the travel lanes. Each of these strategies should be used to the extent that they are possible, practical, and adequate to manage work zone exposure and reduce the risks of crashes resulting in fatalities or injuries to workers and road users.
(b) Agency processes, procedures, or guidance should be based on consideration of standards or guidance contained in the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), as well as project characteristics and factors. The strategies and devices to be used may be determined by a project-specific engineering study or determined from agency guidelines developed from an engineering study that indicate when positive protection devices or other strategies and approaches are to be used based on project and highway characteristics and factors. An engineer, or an individual working under the supervision of an engineer shall perform an engineering study through the application of procedures and criteria established by the engineer. The person conducting the engineering study shall document such study. Benefit-cost analyses, decision matrices, decision tree analysis, or other appropriate engineering decision-making tools may be used in the engineering study. The types of measures and strategies to be used are not mutually exclusive, and should be considered in combination as appropriate based on characteristics and factors such as those listed below:
(1) Project scope and duration;
(2) Anticipated operating conditions including traffic volume, vehicle mix, and speeds through the work zone;
(3) Anticipated traffic safety impacts;
(4) Type of work (as related to worker exposure and crash risks);
(5) Distance between traffic and workers, and extent of worker exposure;
(6) Escape paths available for workers to avoid a vehicle intrusion into the work space;
(7) Time of day (e.g., night work);
(8) Work area restrictions (including impact on worker exposure);
(9) Consequences from/to road users resulting from roadway departure;
(10) Potential hazard to workers and road users presented by device itself and during device placement and removal;
(11) Geometrics that may increase crash risks (e.g., poor sight distance, sharp curves);
(12) Access to/from work space;
(13) Roadway classification; and
(14) Impacts on project cost and duration.
(c) Each agency, in partnership with FHWA, shall develop a policy addressing the use of uniformed law enforcement on Federal-aid highway projects. The policy may consist of processes, procedures, and/or guidance. The processes, procedures, or guidance should address the following:
(1) Basic interagency agreements between the highway agency and appropriate law enforcement agencies to address work zone enforcement needs;
(2) Interaction between highway and law-enforcement agencies during project planning and development;
(3) Conditions where law enforcement involvement in work zone traffic control may be needed or beneficial, and criteria to determine the project-specific need for law enforcement;
(4) General nature of law enforcement services to be provided, and procedures to determine project-specific services;
(5) Appropriate work zone safety and mobility training for the officers, consistent with the training requirements in § 630.1008(d);
(6) Procedures for interagency and project-level communications between highway agency and law enforcement personnel; and
(7) Reimbursement agreements for law enforcement service.
§ 630.1108 Work zone safety management measures and strategies.
(a) Positive protection devices. At a minimum, agencies shall use positive protection devices in work zones with high anticipated operating speeds that provide workers no means of escape from motorized traffic intruding into the workspace unless an engineering study determines otherwise. Positive protection devices shall be considered in other situations that place workers at increased risk from motorized traffic, and where positive protection devices offer the highest potential for increased safety for workers and road users such as:
(1) Work zones that provide workers no means of escape from motorized traffic (e.g., tunnels, bridges, etc.);
(2) Long-duration work zones (e.g., two weeks or more) resulting in substantial worker exposure to motorized traffic;
(3) Projects with high anticipated operating speeds (e.g., 45 mph or greater), especially when combined with high traffic volumes;
(4) Work operations that place workers close (e.g., within one lane width) to travel lanes open to traffic; and
(5) Roadside hazards, such as drop-offs or unfinished bridge decks, that will remain in place overnight or longer.
(b) Exposure control measures. Exposure control measures should be considered where appropriate to avoid or minimize worker exposure to motorized traffic and exposure of road users to work activities, while also providing adequate consideration to the potential impacts on mobility. A wide range of measures may be appropriate for use on individual projects, such as:
(1) Full road closures;
(2) Ramp closures;
(3) Median crossovers;
(4) Full or partial detours or diversions;
(5) Protection of work zone setup and removal operations using rolling road blocks;
(6) Performing work at night or during off-peak periods when traffic volumes are lower; and
(7) Accelerated construction techniques.
(c) Other traffic control measures. Other traffic control measures should be given appropriate consideration for use in work zones to reduce work zone crashes and risks and consequences of motorized traffic intrusion into the work space. These measures, which are not mutually exclusive and should be considered in combination as appropriate, include a wide range of other traffic control measures such as:
(1) Effective, credible signing;
(2) Changeable message signs;
(3) Arrow panels;
(4) Warning flags and lights on signs;
(5) Longitudinal and lateral buffer space;
(6) Trained flaggers and spotters;
(7) Enhanced flagger station setups or use of automated flagger assistance devices (AFADs);
(8) Intrusion alarms;
(9) Rumble strips;
(10) Pace or pilot vehicle;
(11) High-quality work zone pavement markings and removal of misleading markings;
(12) Channelizing device spacing reduction;
(13) Longitudinal channelizing barricades;
(14) Work zone speed management (including changes to the regulatory speed or variable speed limits);
(15) Law enforcement;
(16) Speed Safety Cameras (where permitted by State/local laws):
(17) Drone radar;
(18) Worker and work vehicle/equipment visibility;
(19) Worker training;
(20) Public information and traveler information;
(21) Temporary traffic signals.
(22) Protection or shadow vehicles used to protect workers and equipment from impacts by errant vehicles; and
(23) Intelligent Transportation Systems (ITS) and other advanced technology solutions and strategies.
(d) Uniformed law enforcement officers. (1) A number of conditions may indicate the need for or benefit of uniformed law enforcement in work zones. The presence of a uniformed law enforcement officer and marked law enforcement vehicle in view of motorized traffic on a highway project can affect driver behavior, helping to maintain appropriate speeds and improve driver alertness through the work zone. However, such law enforcement presence is not a substitute for the temporary traffic control devices required by Part 6 of the MUTCD. In general, the need for law enforcement is greatest on projects with high traffic speeds and volumes, and where the work zone is expected to result in substantial disruption to or changes in normal traffic flow patterns. Specific project conditions should be examined to determine the need for or potential benefit of law enforcement, such as the following:
(i) Frequent worker presence adjacent to high-speed traffic without positive protection devices;
(ii) Traffic control setup or removal that presents significant risks to workers and road users;
(iii) Complex or very short-term changes in traffic patterns with significant potential for road user confusion or worker risk from traffic exposure;
(iv) Night work operations that create substantial traffic safety risks for workers and road users;
(v) Existing traffic conditions and crash histories that indicate a potential for substantial safety and congestion impacts related to the work zone activity, and that may be mitigated by improved driver behavior and awareness of the work zone;
(vi) Work zone operations that require brief stoppage of all traffic in one or both directions;
(vii) High-speed roadways where unexpected or sudden traffic queuing is anticipated, especially if the queue forms a considerable distance in advance of the work zone or immediately adjacent to the work space; and
(viii) Other work site conditions where traffic presents a high risk for workers and road users, such that the risk may be reduced by improving road user behavior and awareness.
(2) Costs associated with the provision of uniformed law enforcement to help protect workers and road users, and to maintain safe and efficient travel through highway work zones, are eligible for Federal-aid participation. Federal-aid eligibility excludes law enforcement activities that would normally be expected in and around highway problem areas requiring routine or ongoing law enforcement traffic control and enforcement activities. Payment for the services of uniformed law enforcement in work zones may be included in the construction contract, or be provided by direct reimbursement from the highway agency to the law enforcement agency. When payment is included through the construction contract, the contractor will be responsible for reimbursing the law enforcement agency, and in turn will recover those costs through contract pay items. Direct interagency reimbursement may be made on a project-specific basis, or on a programwide basis that considers the overall level of services to be provided by the law enforcement agency. Contract pay items for law enforcement service may be either unit price or lump sum items. Unit price items should be utilized when the highway agency can estimate and control the quantity of law enforcement services required on the project. The use of lump sum payment should be limited to situations where the quantity of services is directly affected by the contractor's choice of project scheduling and chosen manner of staging and performing the work. Innovative payment items may also be considered when they offer an advantage to both the highway agency and the contractor. When reimbursement to the law enforcement agency is made by interagency transfer of funds, the highway agency should establish a program-level or project-level budget that is adequate to meet anticipated program or project needs, and include provisions to address unplanned needs and other contingencies.
(e) Work vehicles and equipment. In addition to addressing risks to workers and road users from motorized traffic, the agency processes, procedures, and guidance established in accordance with § 630.1006 should also address safe means for work vehicles and equipment to enter and exit traffic lanes and for delivery of construction materials to the workspace, based on individual project characteristics and factors.
(f) Payment for traffic control. Consistent with the requirements of § 630.1012, Project-level Procedures, project plans, specifications and estimates (PS&Es) shall include appropriate pay item provisions for implementing the project Transportation Management Plan (TMP), which includes a Temporary Traffic Control (TTC) plan, either through method- or performance-based specifications. Pay item provisions include, but are not limited to, the following:
(1) Payment for work zone traffic control features and operations shall not be incidental to the contract, or included in payment for other items of work not related to traffic control and safety;
(2) As a minimum, separate pay items shall be provided for major categories of traffic control devices, safety features, and work zone safety activities, including but not limited to positive protection devices, and uniformed law enforcement activities when funded through the project;
(3) For method-based specifications, the specifications and other PS&E documents should provide sufficient details such that the quantity and types of devices and the overall effort required to implement and maintain the TMP can be determined;
(4) For method-based specifications, unit price pay items, lump sum pay items, or a combination thereof may be used;
(5) Lump sum payment should be limited to items for which an estimate of the actual quantity required is provided in the PS&E or for items where the actual quantity required is dependent upon the contractor's choice of work scheduling and methodology;
(6) For Lump Sum items, a contingency provision should be included such that additional payment is provided if the quantity or nature of the required work changes, either an increase or decrease, due to circumstances beyond the control of the contractor;
(7) Unit price payment should be provided for those items over which the contractor has little or no control over the quantity, and no firm estimate of quantities is provided in the PS&Es, but over which the highway agency has control of the actual quantity to be required during the project;
(8) Specifications should clearly indicate how placement, movement/relocation, and maintenance of traffic control devices and safety features will be compensated; and
(9) The specifications should include provisions to require and enforce contractor compliance with the contract provisions relative to implementation and maintenance of the project TMP and related traffic control items. Enforcement provisions may include remedies such as liquidated damages, work suspensions, or withholding payment for noncompliance.
§ 630.1110 Maintenance of temporary traffic control devices.
To provide for the continued effectiveness of temporary traffic control devices, each agency shall develop and implement quality guidelines to help maintain the quality and adequacy of the temporary traffic control devices for the duration of the project. Agencies may choose to adopt existing quality guidelines such as those developed by the American Traffic Safety Services Association (ATSSA) or other state highway agencies. 1 A level of inspection necessary to provide ongoing compliance with the quality guidelines shall be provided.
1 ATSSA's Quality Guidelines for Temporary Traffic Control Devices and Features uses photos and written descriptions to help judge when a traffic control device has outlived its usefulness. These guidelines are available for purchase from ATSSA through the following URL: https://www.atssa.com/resource/quality-guidelines/. Similar guidelines are available from various State highway agencies.
§ 630.1112 Compliance date.
States shall update their policy no later than December 31, 2025, and implement the policy no later than December 31, 2026. For projects that are in the later stages of development at or about the compliance date, and if it is determined that the delivery of those projects would be significantly impacted as a result of this rule's provisions, States may request variances for those projects from FHWA on a project-by-project basis.
633 PART 633 [RESERVED]
PART 635 CONSTRUCTION AND MAINTENANCE
Authority: Sections 1525 and 1303 of Pub. L. 112-141, Sec. 1503 of Pub. L. 109-59, 119 Stat. 1144; 23 U.S.C. 101 (note), 109, 112, 113, 114, 116, 119, 128, and 315; 31 U.S.C. 6505; 42 U.S.C. 3334, 4601 et seq.; Sec. 1041(a), Pub. L. 102-240, 105 Stat. 1914; 23 CFR 1.32; 49 CFR 1.85(a)(1).
Editorial Note: Nomenclature changes to part 635 appear at 67 FR 75924, Dec. 10, 2002.
Subpart A Contract Procedures
Source: 56 FR 37004, Aug. 2, 1991, unless otherwise noted.
§ 635.101 Purpose.
To prescribe policies, requirements, and procedures relating to Federal-aid highway projects, from the time of authorization to proceed to the construction stage, to the time of final acceptance by the Federal Highway Administration (FHWA).
§ 635.102 Definitions.
As used in this subpart:
Administrator means the Federal Highway Administrator.
Calendar day means each day shown on the calendar but, if another definition is set forth in the State contract specifications, that definition will apply.
Construction Manager/General Contractor (CM/GC) project means a project to be delivered using a two-phase contract with a construction manager or general contractor for services during both the preconstruction and construction phases of a project.
Contract time means the number of workdays or calendar days specified in a contract for completion of the contract work. The term includes authorized time extensions.
Design-build project means a project to be developed using one or more design-build contracts.
Division Administrator means the chief FHWA official assigned to conduct business in a particular State. A State is as defined in 23 U.S.C. 101.
Force account means a basis of payment for the direct performance of highway construction work with payment based on the actual cost of labor, equipment, and materials furnished and consideration for overhead and profit.
Formal approval means approval in writing or the electronic transmission of such approval.
Incentive/disincentive for early completion as used in this subpart, describes a contract provision which compensates the contractor a certain amount of money for each day identified critical work is completed ahead of schedule and assesses a deduction for each day the contractor overruns the incentive/disincentive time. Its use is primarily intended for those critical projects where traffic inconvenience and delays are to be held to a minimum. The amounts are based upon estimates of such items as traffic safety, traffic maintenance, and road user delay costs.
Indefinite Delivery/Indefinite Quantity (ID/IQ) Project means a project to be developed using one or more ID/IQ contracts.
Liquidated damages means the daily amount set forth in the contract to be deducted from the contract price to cover additional costs incurred by a State transportation department because of the contractor's failure to complete the contract work within the number of calendar days or workdays specified. The term may also mean the total of all daily amounts deducted under the terms of a particular contract.
Local public agency means any city, county, township, municipality, or other political subdivision that may be empowered to cooperate with the State transportation department in highway matters.
Major change or major extra work means a change which will significantly affect the cost of the project to the Federal Government or alter the termini, character or scope of the work.
Materially unbalanced bid means a bid which generates a reasonable doubt that award to the bidder submitting a mathematically unbalanced bid will result in the lowest ultimate cost to the Federal Government.
Mathematically unbalanced bid means a bid containing lump sum or unit bid items which do not reflect reasonable actual costs plus a reasonable proportionate share of the bidder's anticipated profit, overhead costs, and other indirect costs.
Public agency means any organization with administrative or functional responsibilities which are directly or indirectly affiliated with a governmental body of any nation, State, or local jurisdiction.
Publicly owned equipment means equipment previously purchased or otherwise acquired by the public agency involved primarily for use in its own operations.
Specialty items means work items identified in the contract which are not normally associated with highway construction and require highly specialized knowledge, abilities or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract; in general, these items are to be limited to minor components of the overall contract.
State department of transportation (State DOT) means that department, commission, board, or official of any State charged by its laws with the responsibility for highway construction. The term “State” should be considered equivalent to State DOT if the context so implies. In addition, State Highway Agency (SHA), State Transportation Agency (STA), State Transportation Department, or other similar terms should be considered equivalent to State DOT if the context so implies.
Workday means a calendar day during which construction operations could proceed for a major part of a shift, normally excluding Saturdays, Sundays, and State-recognized legal holidays.
[62 FR 6873, Feb. 14, 1997, as amended at 67 FR 75924, Dec. 10, 2002; 81 FR 86942, Dec. 2, 2016; 85 FR 72931, Nov. 16, 2020]
§ 635.103 Applicability.
The policies, requirements, and procedures prescribed in this subpart shall apply to all Federal-aid highway projects.
[69 FR 7118, Feb. 13, 2004]
§ 635.104 Method of construction.
(a) Actual construction work shall be performed by contract awarded by competitive bidding; unless, as provided in § 635.104(b), the State DOT demonstrates to the satisfaction of the Division Administrator that some other method is more cost effective or that an emergency exists. The State DOT shall assure opportunity for free, open, and competitive bidding, including adequate publicity of the advertisements or calls for bids. The advertising or calling for bids and the award of contracts shall comply with the procedures and requirements set forth in §§ 635.112 and 635.114.
(b) Approval by the Division Administrator for construction by a method other than competitive bidding shall be requested by the State in accordance with subpart B of part 635 of this chapter. Before such finding is made, the State DOT shall determine that the organization to undertake the work is so staffed and equipped as to perform such work satisfactorily and cost effectively.
(c) In the case of a design-build project, the requirements of 23 CFR part 636 and the appropriate provisions pertaining to design-build contracting in this part will apply. However, no justification of cost effectiveness is necessary in selecting projects for the design-build delivery method.
(d) In the case of a CM/GC project, the requirements of subpart E and the appropriate provisions pertaining to the CM/GC method of contracting in this part will apply. However, no justification of cost effectiveness is necessary in selecting projects for the CM/GC delivery method.
(e) In the case of an ID/IQ project, the requirements of subpart F of this part and the appropriate provisions pertaining to the ID/IQ method of contracting in this part will apply. However, no justification of cost effectiveness is necessary in selecting projects for the ID/IQ delivery method.
[56 FR 37004, Aug. 2, 1991, as amended at 67 FR 75925, Dec. 10, 2002; 81 FR 86942, Dec. 2, 2016; 85 FR 72931, Nov. 16, 2020]
§ 635.105 Supervising agency.
(a) The State DOT has responsibility for the construction of all Federal-aid projects, and is not relieved of such responsibility by authorizing performance of the work by a local public agency or other Federal agency. The State DOT shall be responsible for insuring that such projects receive adequate supervision and inspection to insure that projects are completed in conformance with approved plans and specifications.
(b) Although the State DOT may employ a consultant to provide construction engineering services, such as inspection or survey work on a project, the State DOT shall provide a full-time employed State engineer to be in responsible charge of the project.
(c) When a project is located on a street or highway over which the State DOT does not have legal jurisdiction, or when special conditions warrant, the State DOT, while not relieved of overall project responsibility, may arrange for the local public agency having jurisdiction over such street or highway to perform the work with its own forces or by contract; provided the following conditions are met and the Division Administrator approves the arrangements in advance.
(1) In the case of force account work, there is full compliance with subpart B of this part.
(2) When the work is to be performed under a contract awarded by a local public agency, all Federal requirements including those prescribed in this subpart shall be met.
(3) The local public agency is adequately staffed and suitably equipped to undertake and satisfactorily complete the work; and
(4) In those instances where a local public agency elects to use consultants for construction engineering services, the local public agency shall provide a full-time employee of the agency to be in responsible charge of the project.
§ 635.106 Use of publicly owned equipment.
(a) Publicly owned equipment should not normally compete with privately owned equipment on a project to be let to contract. There may be exceptional cases, however, in which the use of equipment of the State or local public agency for highway construction purposes may be warranted or justified. A proposal by any State DOT for the use of publicly owned equipment on such a project must be supported by a showing that it would clearly be cost effective to do so under the conditions peculiar to the individual project or locality.
(b) Where publicly owned equipment is to be made available in connection with construction work to be let to contract, Federal funds may participate in the cost of such work provided the following conditions are met:
(1) The proposed use of such equipment is clearly set forth in the Plans, Specifications and Estimate (PS&E) submitted to the Division Administrator for approval.
(2) The advertised specifications specify the items of publicly owned equipment available for use by the successful bidder, the rates to be charged, and the points of availability or delivery of the equipment; and
(3) The advertised specifications include a notification that the successful bidder has the option either of renting part or all of such equipment from the State or local public agency or otherwise providing the equipment necessary for the performance of the contract work.
(c) In the rental of publicly owned equipment to contractors, the State or local public agency shall not profit at the expense of Federal funds.
(d) Unforeseeable conditions may make it necessary to provide publicly owned equipment to the contractor at rental rates agreed to between the contractor and the State or local public agency after the work has started. Any such arrangement shall not form the basis for any increase in the cost of the project on which Federal funds are to participate.
(e) When publicly owned equipment is used on projects constructed on a force account basis, costs may be determined by agreed unit prices or on an actual cost basis. When agreed unit prices are applied the equipment need not be itemized nor rental rates shown in the estimate. However, if such work is to be performed on an actual cost basis, the State DOT shall submit to the Division Administrator for approval the scheduie of rates proposed to be charged, exclusive of profit, for the publicly owned equipment made available for use.
§ 635.107 Participation by disadvantaged business enterprises.
(a) The State DOT shall schedule contract lettings in a balanced program providing contracts of such size and character as to assure an opportunity for all sizes of contracting organizations to compete. In accordance with Title VI of the Civil Rights Act of 1964, subsequent Federal-aid Highway Acts, and 49 CFR part 26, the State DOT shall ensure equal opportunity for disadvantaged business enterprises (DBEs) participating in the Federal-aid highway program.
(b) In the case of a design-build, a CM/GC, or an ID/IQ project funded with title 23 funds, the requirements of 49 CFR part 26 and the State's approved DBE plan apply.
[67 FR 75925, Dec. 10, 2002, as amended at 81 FR 86942, Dec. 2, 2016; 85 FR 72931, Nov. 16, 2020]
§ 635.108 Health and safety.
Contracts for projects shall include provisions designed:
(a) To insure full compliance with all applicable Federal, State, and local laws governing safety, health and sanitation; and
(b) To require that the contractor shall provide all safeguards, safety devices, and protective equipment and shall take any other actions reasonably necessary to protect the life and health of persons working at the site of the project and the safety of the public and to protect property in connection with the performance of the work covered by the contract.
§ 635.109 Standardized changed condition clauses.
(a) Except as provided in paragraph (b) of this section, the following changed conditions contract clauses shall be made part of, and incorporated in, each highway construction project, including construction services contracts of CM/GC projects, approved under 23 U.S.C. 106:
(1) Differing site conditions. (i) During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before the site is disturbed and before the affected work is performed.
(ii) Upon written notification, the engineer will investigate the conditions, and if it is determined that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding anticipated profits, will be made and the contract modified in writing accordingly. The engineer will notify the contractor of the determination whether or not an adjustment of the contract is warranted.
(iii) No contract adjustment which results in a benefit to the contractor will be allowed unless the contractor has provided the required written notice.
(iv) No contract adjustment will be allowed under this clause for any effects caused on unchanged work. (This provision may be omitted by the State DOT's at their option.)
(2) Suspensions of work ordered by the engineer. (i) If the performance of all or any portion of the work is suspended or delayed by the engineer in writing for an unreasonable period of time (not originally anticipated, customary, or inherent to the construction industry) and the contractor believes that additional compensation and/or contract time is due as a result of such suspension or delay, the contractor shall submit to the engineer in writing a request for adjustment within 7 calendar days of receipt of the notice to resume work. The request shall set forth the reasons and support for such adjustment.
(ii) Upon receipt, the engineer will evaluate the contractor's request. If the engineer agrees that the cost and/or time required for the performance of the contract has increased as a result of such suspension and the suspension was caused by conditions beyond the control of and not the fault of the contractor, its suppliers, or subcontractors at any approved tier, and not caused by weather, the engineer will make an adjustment (excluding profit) and modify the contract in writing accordingly. The contractor will be notified of the engineer's determination whether or not an adjustment of the contract is warranted.
(iii) No contract adjustment will be allowed unless the contractor has submitted the request for adjustment within the time prescribed.
(iv) No contract adjustment will be allowed under this clause to the extent that performance would have been suspended or delayed by any other cause, or for which an adjustment is provided or excluded under any other term or condition of this contract.
(3) Significant changes in the character of work. (i) The engineer reserves the right to make, in writing, at any time during the work, such changes in quantities and such alterations in the work as are necessary to satisfactorily complete the project. Such changes in quantities and alterations shall not invalidate the contract nor release the surety, and the contractor agrees to perform the work as altered.
(ii) If the alterations or changes in quantities significantly change the character of the work under the contract, whether such alterations or changes are in themselves significant changes to the character of the work or by affecting other work cause such other work to become significantly different in character, an adjustment, excluding anticipated profit, will be made to the contract. The basis for the adjustment shall be agreed upon prior to the performance of the work. If a basis cannot be agreed upon, then an adjustment will be made either for or against the contractor in such amount as the engineer may determine to be fair and equitable.
(iii) If the alterations or changes in quantities do not significantly change the character of the work to be performed under the contract, the altered work will be paid for as provided elsewhere in the contract.
(iv) The term “significant change” shall be construed to apply only to the following circumstances:
(A) When the character of the work as altered differs materially in kind or nature from that involved or included in the original proposed construction; or
(B) When a major item of work, as defined elsewhere in the contract, is increased in excess of 125 percent or decreased below 75 percent of the original contract quantity. Any allowance for an increase in quantity shall apply only to that portion in excess of 125 percent of original contract item quantity, or in case of a decrease below 75 percent, to the actual amount of work performed.
(b) The provisions of this section shall be governed by the following:
(1) Where State statute does not permit one or more of the contract clauses included in paragraph (a) of this section, the State statute shall prevail and such clause or clauses need not be made applicable to Federal-aid highway contracts.
(2) Where the State transportation department has developed and implemented one or more of the contract clauses included in paragraph (a) of this section, such clause or clauses, as developed by the State transportation department may be included in Federal-aid highway contracts in lieu of the corresponding clause or clauses in paragraph (a) of this section. The State's action must be pursuant to a specific State statute requiring differing contract conditions clauses. Such State developed clause or clauses, however, must be in conformance with 23 U.S.C., 23 CFR and other applicable Federal statutes and regulations as appropriate and shall be subject to the Division Administrator's approval as part of the PS&E.
(c) In the case of a design-build project, State DOTs are strongly encouraged to use “suspensions of work ordered by the engineer” clauses, and may consider “differing site condition” clauses and “significant changes in the character of work” clauses which are appropriate for the risk and responsibilities that are shared with the design-builder.
(d) For ID/IQ projects, State DOTs are strongly encouraged to use “suspensions of work ordered by the engineer” clauses, and may consider “differing site condition” clauses and “significant changes in the character of work” clauses, as appropriate.
[56 FR 37004, Aug. 2, 1991; 57 FR 10062, Mar. 23, 1992, as amended at 67 FR 75925, Dec. 10, 2002; 81 FR 86943, Dec. 2, 2016; 85 FR 72931, Nov. 16, 2020]
§ 635.110 Licensing and qualification of contractors.
(a) The procedures and requirements a State DOT proposes to use for qualifying and licensing contractors, who may bid for, be awarded, or perform Federal-aid highway contracts, shall be submitted to the Division Administrator for advance approval. Only those procedures and requirements so approved shall be effective with respect to Federal-aid highway projects. Any changes in approved procedures and requirements shall likewise be subject to approval by the Division Administrator.
(b) No procedure or requirement for bonding, insurance, prequalification, qualification, or licensing of contractors shall be approved which, in the judgment of the Division Administrator, may operate to restrict competition, to prevent submission of a bid by, or to prohibit the consideration of a bid submitted by, any responsible contractor, whether resident or nonresident of the State wherein the work is to be performed.
(c) No contractor shall be required by law, regulation, or practice to obtain a license before submission of a bid or before the bid may be considered for award of a contract. This, however, is not intended to preclude requirements for the licensing of a contractor upon or subsequent to the award of the contract if such requirements are consistent with competitive bidding. Prequalification of contractors may be required as a condition for submission of a bid or award of contract only if the period between the date of issuing a call for bids and the date of opening of bids affords sufficient time to enable a bidder to obtain the required prequalification rating.
(d) Requirements for the prequalification, qualification or licensing of contractors, that operate to govern the amount of work that may be bid upon by, or may be awarded to, a contractor, shall be approved only if based upon a full and appropriate evaluation of the contractor's capability to perform the work.
(e) Contractors who are currently suspended, debarred or voluntarily excluded under 2 CFR parts 180 and 1200, or otherwise determined to be ineligible, shall be prohibited from participating in the Federal-aid highway program.
(f) In the case of design-build, CM/GC, and ID/IQ projects, the State DOTs may use their own bonding, insurance, licensing, qualification or prequalification procedure for any phase of procurement.
(1) The State DOTs may not impose statutory or administrative requirements which provide an in-State or local geographical preference in the solicitation, licensing, qualification, pre-qualification, short listing or selection process. The geographic location of a firm's office may not be one of the selection criteria. However, the State DOTs may require the successful design-builder to establish a local office after the award of contract.
(2) If required by State statute, local statute, or administrative policy, the State DOTs may require prequalification for construction contractors. The State DOTs may require offerors to demonstrate the ability of their engineering staff to become licensed in that State as a condition of responsiveness; however, licensing procedures may not serve as a barrier for the consideration of otherwise responsive proposals. The State DOTs may require compliance with appropriate State or local licensing practices as a condition of contract award.
[56 FR 37004, Aug. 2, 1991, as amended at 67 FR 75925, Dec. 10, 2002; 81 FR 86943, Dec. 2, 2016; 85 FR 72931, Nov. 16, 2020]
§ 635.111 Tied bids.
(a) The State DOT may tie or permit the tying of Federal-aid highway projects or Federal-aid and State-financed highway projects for bidding purposes where it appears that by so doing more favorable bids may be received. To avoid discrimination against contractors desiring to bid upon a lesser amount of work than that included in the tied combinations, provisions should be made to permit bidding separately on the individual projects whenever they are of such character as to be suitable for bidding independently.
(b) When Federal-aid and State-financed highway projects are tied or permitted to be tied together for bidding purposes, the bid schedule shall set forth the quantities separately for the Federal-aid work and the State-financed work. All proposals submitted for the tied projects must contain separate bid prices for each project individually. Federal participation in the cost of the work shall be on the basis of the lowest overall responsive bid proposal unless the analysis of bids reveals that mathematical unbalancing has caused an unsupported shift of cost liability to the Federal-aid work. If such a finding is made, Federal participation shall be based on the unit prices represented in the proposal by the individual contractor who would be the lowest responsive and responsible bidder if only the Federal-aid project were considered.
(c) Federal-aid highway projects and State-financed highway projects may be combined in one contract if the conditions of the projects are so similar that the unit costs on the Federal-aid projects should not be increased by such combinations of projects. In such cases, like quantities should be combined in the proposal to avoid the possibility of unbalancing of bids in favor of either of the projects in the combination.
§ 635.112 Advertising for bids and proposals.
(a) No work shall be undertaken on any Federal-aid project, nor shall any project be advertised for bids, prior to authorization by the Division Administrator.
(b) The advertisement and approved plans and specifications shall be available to bidders a minimum of 3 weeks prior to opening of bids except that shorter periods may be approved by the Division Administrator in special cases when justified.
(c) The State DOT shall obtain the approval of the Division Administrator prior to issuing any addenda which contain a major change to the approved plans or specifications during the advertising period. Minor addenda need not receive prior approval but should be identified by the State DOT at the time of or prior to requesting FHWA concurrence in award. The State DOT shall provide assurance that all bidders have received all issued addenda.
(d) Nondiscriminatory bidding procedures shall be afforded to all qualified bidders regardless of National, State or local boundaries and without regard to race, color, religion, sex, national origin, age, or handicap. If any provisions of State laws, specifications, regulations, or policies may operate in any manner contrary to Federal requirements, including title VI of the Civil Rights Act of 1964, to prevent submission of a bid, or prohibit consideration of a bid submitted by any responsible bidder appropriately qualified in accordance with § 635.110, such provisions shall not be applicable to Federal-aid projects. Where such nonapplicable provisions exist, notices of advertising, specifications, special provisions or other governing documents shall include a positive statement to advise prospective bidders of those provisions that are not applicable.
(e) Except in the case of a concession agreement, as defined in section 710.703 of this title, no public agency shall be permitted to bid in competition or to enter into subcontracts with private contractors.
(f) The State DOT shall include a noncollusion provision substantially as follows in the bidding documents:
Each bidder shall file a statement executed by, or on behalf of the person, firm, association, or corporation submitting the bid certifying that such person, firm, association, or corporation has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action, in restraint of free competitive bidding in connection with the submitted bid. Failure to submit the executed statement as part of the bidding documents will make the bid nonresponsive and not eligible for award consideration.
(1) The required form for the statement will be provided by the State to each prospective bidder.
(2) The statement shall either be in the form of an affidavit executed and sworn to by the bidder before a person who is authorized by the laws of the State to administer oaths or in the form of an unsworn declaration executed under penalty of perjury of the laws of the United States.
(g) The State DOT shall include the lobbying certification requirement pursuant to 49 CFR part 20 and the requirements of 2 CFR parts 180 and 1200 regarding suspension and debarment certification in the bidding documents.
(h) The State DOT shall clearly identify in the bidding documents those requirements which the bidder must assure are complied with to make the bid responsive. Failure to comply with these identified bidding requirements shall make the bid nonresponsive and not eligible for award consideration.
(i) In the case of a design-build project, the following requirements apply:
(1) When a Request for Proposals document is issued after the NEPA process is complete, the FHWA Division Administrator's approval of the Request for Proposals document will constitute the FHWA's project authorization and the FHWA's approval of the State DOT's request to release the document. This approval will carry the same significance as plan, specification and estimate approval on a design-bid-build Federal-aid project.
(2) Where a Request for Proposals document is issued prior to the completion of the NEPA process, the FHWA's approval of the document will only constitute the FHWA's approval of the State DOT's request to release the document.
(3) The State DOT may decide the appropriate solicitation schedule for all design-build requests. This includes all project advertising, the release of the Request for Qualifications document, the release of the Request for Proposals document and all deadlines for the receipt of qualification statements and proposals. Typical advertising periods range from six to ten weeks and can be longer for large, complicated projects.
(4) The State DOT must obtain the approval of the Division Administrator prior to issuing addenda which result in major changes to the Request for Proposals document. Minor addenda need not receive prior approval but may be identified by the State DOT at the time of or prior to requesting the FHWA's concurrence in award. The State DOT must provide assurance that all offerors have received all issued addenda.
(j) In the case of a CM/GC project, the FHWA Division Administrator's approval of the solicitation document will constitute the FHWA's approval to use the CM/GC contracting method and approval to release the solicitation document. The State DOT must obtain the approval of the FHWA Division Administrator before issuing addenda which result in major changes to the solicitation document.
(k) In the case of an ID/IQ project, the FHWA Division Administrator's approval of the solicitation document will constitute FHWA's approval to use the ID/IQ contracting method and approval to release the solicitation document. The State DOT must obtain the approval of the FHWA Division Administrator before issuing addenda which result in major changes to the solicitation document.
[56 FR 37004, Aug. 2, 1991, as amended at 67 FR 75925, Dec. 10, 2002; 72 FR 45336, Aug. 14, 2007; 73 FR 77502, Dec. 19, 2008; 81 FR 86943, Dec. 2, 2016; 85 FR 72932, Nov. 16, 2020]
§ 635.113 Bid opening and bid tabulations.
(a) All bids received in accordance with the terms of the advertisement shall be publicly opened and announced either item by item or by total amount. If any bid received is not read aloud, the name of the bidder and the reason for not reading the bid aloud shall be publicly announced at the letting. Negotiation with contractors, during the period following the opening of bids and before the award of the contract shall not be permitted.
(b) The State DOT shall prepare and forward tabulations of bids to the Division Administrator. These tabulations shall be certified by a responsible State DOT official and shall show:
(1) Bid item details for at least the low three acceptable bids and
(2) The total amounts of all other acceptable bids.
(c) In the case of a design-build project, the following requirements apply:
(1) All proposals received must be opened and reviewed in accordance with the terms of the solicitation. The State DOT must use its own procedures for the following:
(i) The process of handling proposals and information;
(ii) The review and evaluation of proposals;
(iii) The submission, modification, revision and withdrawal of proposals; and
(iv) The announcement of the successful offeror.
(2) The State DOT must submit a post-award tabulation of proposal prices to the FHWA Division Administrator. The tabulation of price proposal information may include detailed pricing information when available or lump sum price information if itemized prices are not used.
(d) In the case of a CM/GC project, the requirements of this section do not apply. See subpart E of this part for approval procedures.
[56 FR 37004, Aug. 2, 1991, as amended at 67 FR 75925, Dec. 10, 2002; 81 FR 86943, Dec. 2, 2016]
§ 635.114 Award of contract and concurrence in award.
(a) Federal-aid contracts shall be awarded only on the basis of the lowest responsive bid submitted by a bidder meeting the criteria of responsibility as may have been established by the State DOT in accordance with § 635.110. Award shall be within the time established by the State DOT and subject to the prior concurrence of the Division Administrator.
(b) The State DOT shall formally request concurrence by the Division Administrator in the award of all Federal-aid contracts. Concurrence in award by the Division Administrator is a prerequisite to Federal participation in construction costs and is considered as authority to proceed with construction, unless specifically stated otherwise. Concurrence in award shall be formally approved and shall only be given after receipt and review of the tabulation of bids.
(c) Following the opening of bids, the State DOT shall examine the unit bid prices of the apparent low bid for reasonable conformance with the engineer's estimated prices. A bid with extreme variations from the engineer's estimate, or where obvious unbalancing of unit prices has occurred, shall be thoroughly evaluated.
(d) Where obvious unbalanced bid items exist, the State DOT's decision to award or reject a bid shall be supported by written justification. A bid found to be mathematically unbalanced, but not found to be materially unbalanced, may be awarded.
(e) When a low bid is determined to be both mathematically and materially unbalanced, the Division Administrator will take appropriate steps to protect the Federal interest. This action may be concurrence in a State DOT decision not to award the contract. If, however, the State DOT decides to proceed with the award and requests FHWA concurrence, the Division Administrator's action may range from nonconcurrence to concurrence with contingency conditions limiting Federal participation.
(f) If the State DOT determines that the lowest bid is not responsive or the bidder is not responsible, it shall so notify and obtain the Division Administrator's concurrence before making an award to the next lowest bidder.
(g) If the State DOT rejects or declines to read or consider a low bid on the grounds that it is not responsive because of noncompliance with a requirement which was not clearly identified in the bidding documents, it shall submit justification for its action. If such justification is not considered by the Division Administrator to be sufficient, concurrence will not be given to award to another bidder on the contract at the same letting.
(h) Any proposal by the State DOT to reject all bids received for a Federal-aid contract shall be submitted to the Division Administrator for concurrence, accompanied by adequate justification.
(i) In the event the low bidder selected by the State DOT for contract award forfeits the bid guarantee, the State DOT may dispose of the amounts of such forfeited guarantees in accordance with its normal practices.
(j) A copy of the executed contract between the State DOT and the construction contractor should be furnished to the Division Administrator as soon as practicable after execution.
(k) In the case of a design-build project, the following requirements apply: Design-build contracts shall be awarded in accordance with the Request for Proposals document. See 23 CFR Part 636, Design-build Contracting, for details.
(l) In the case of a CM/GC project, the CM/GC contract shall be awarded in accordance with the solicitation document. See subpart E for CM/GC project approval procedures.
(m) In the case of an ID/IQ project, the ID/IQ contract shall be awarded in accordance with the solicitation document. See subpart F of this part for ID/IQ project approval procedures.
[56 FR 37004, Aug. 2, 1991, as amended at 67 FR 75925, Dec. 10, 2002; 81 FR 86943, Dec. 2, 2016; 85 FR 72931, Nov. 16, 2020]
§ 635.115 Agreement estimate.
(a) Following the award of contract, an agreement estimate based on the contract unit prices and estimated quantities shall be prepared by the State DOT and submitted to the Division Administrator as soon as practicable for use in the preparation of the project agreement. The agreement estimate shall also include the actual or best estimated costs of any other items to be included in the project agreement.
(b) An agreement estimate shall be submitted by the State DOT for each force account project (see 23 CFR part 635, subpart B) when the plans and specifications are submitted to the Division Administrator for approval. It shall normally be based on the estimated quantities and the unit prices agreed upon in advance between the State DOT and the Division Administrator, whether the work is to be done by the State DOT or by a local public agency. Such agreed unit prices shall constitute a commitment as the basis for Federal participation in the cost of the project. The unit prices shall be based upon the estimated actual cost of performing the work but shall in no case exceed unit prices currently being obtained by competitive bidding on comparable highway construction work in the same general locality. In special cases involving unusual circumstances, the estimate may be based upon the estimated costs for labor, materials, equipment rentals, and supervision to complete the work rather than upon agreed unit prices. This paragraph shall not be applicable to agreement estimates for railroad and utility force account work.
§ 635.116 Subcontracting and contractor responsibilities.
(a) Contracts for projects shall specify the minimum percentage of work that a contractor must perform with its own organization. This percentage shall be not less than 30 percent of the total original contract price excluding any identified specialty items. Specialty items may be performed by subcontract and the amount of any such specialty items so performed may be deducted from the total original contract before computing the amount of work required to be performed by the contractor's own organization. The contract amount upon which the above requirement is computed includes the cost of materials and manufactured products which are to be purchased or produced by the contractor under the contract provisions.
(b) The State DOT shall not permit any of the contract work to be performed under a subcontract, unless such arrangement has been authorized by the State DOT in writing. Prior to authorizing a subcontract, the State DOT shall assure that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. The Division Administrator may permit the State DOT to satisfy the subcontract assurance requirements by concurrence in a State DOT process which requires the contractor to certify that each subcontract arrangement will be in the form of a written agreement containing all the requirements and pertinent provisions of the prime contract. Prior to the Division Administrator's concurrence, the State DOT must demonstrate that it has an acceptable plan for monitoring such certifications.
(c) To assure that all work (including subcontract work) is performed in accordance with the contract requirements, the contractor shall be required to furnish:
(1) A competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work), and;
(2) Such other of its own organizational resources (supervision, management, and engineering services) as the State DOT contracting officer determines are necessary to assure the performance of the contract.
(d) In the case of a design-build project, the following requirements apply:
(1) The provisions of paragraph (a) of this section are not applicable to design-build contracts;
(2) At their discretion, the State DOT's may establish a minimum percentage of work that must be done by the design-builder. For the purpose of this section, the term design-builder may include any firms that are equity participants in the design-builder, their sister and parent companies, and their wholly owned subsidiaries;
(3) No procedure, requirement or preference shall be imposed which prescribes minimum subcontracting requirements or goals (other than those necessary to meet the Disadvantaged Business Enterprise program requirements of 49 CFR part 26).
[56 FR 37004, Aug. 2, 1991, as amended at 67 FR 75925, Dec. 10, 2002]
§ 635.117 Labor and employment.
(a) No construction work shall be performed by convict labor at the work site or within the limits of any Federal-aid highway construction project from the time of award of the contract or the start of work on force account until final acceptance of the work by the State DOT unless it is labor performed by convicts who are on parole, supervised release, or probation.
(b) No procedures or requirement shall be imposed by any State which will operate to discriminate against the employment of labor from any other State, possession or territory of the United States, in the construction of a Federal-aid project.
(c) The selection of labor to be employed by the contractor on any Federal-aid project shall be by the contractor without regard to race, color, religion, sex, national origin, age, or handicap and in accordance with 23 CFR part 230, 41 CFR part 60 and Exec. Order No. 11246 (Sept. 24, 1965), 3 CFR 339 (1964-1965), as amended.
(d) Pursuant to 23 U.S.C. 140(d), it is permissible for State DOT's to implement procedures or requirements which will extend preferential employment to Indians living on or near a reservation on eligible projects as defined in paragraph (e) of this section. Indian preference shall be applied without regard to tribal affiliation or place of enrollment. In no instance should a contractor be compelled to layoff or terminate a permanent core-crew employee to meet a preference goal.
(e) Projects eligible for Indian employment preference consideration are projects located on roads within or providing access to an Indian reservation or other Indian lands as defined under the term “Indian Reservation Roads” in 23 U.S.C. 101 and regulations issued thereunder. The terminus of a road “providing access to” is that point at which it intersects with a road functionally classified as a collector or higher classification (outside the reservation boundary) in both urban and rural areas. In the case of an Interstate highway, the terminus is the first interchange outside the reservation.
(f) The advertisement or call for bids on any contract for the construction of a project located on the Federal-aid system either shall include the minimum wage rates determined by the Secretary of Labor to be prevailing on the same type of work on similar construction in the immediate locality or shall provide that such rates are set out in the bidding documents and shall further specify that such rates are a part of the contract covering the project.
§ 635.118 Payroll and weekly statements.
For all projects, copies of payrolls and statements of wages paid, filed with the State as set forth in the required contract provisions for the project, are to be retained by the State DOT for the time period pursuant to 2 CFR 200.333 for review as needed by the Federal Highway Administration, the Department of Labor, the General Accounting Office, or other agencies.
[56 FR 37004, Aug. 2, 1991, as amended at 85 FR 7293, Nov. 16, 2020]
§ 635.119 False statements.
The following notice shall be posted on each Federal-aid highway project in one or more places where it is readily available to and viewable by all personnel concerned with the project:
Notice to All Personnel Engaged on Federal-Aid Highway Projects
United States Code, title 18, section 1020, reads as follows:
Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the costs thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction of any highway or related project submitted for approval to the Secretary of Transportation; or
Whoever, knowingly makes any false statement, false representation, false report, or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or
Whoever, knowingly makes any false statement or false representation as to a material fact in any statement, certificate, or report submitted pursuant to the provisions of the Federal-aid Road Act approved July 11, 1916 (39 Stat. 355), as amended and supplemented,
Shall be fined not more than $10,000 or imprisoned not more than five years, or both.
§ 635.120 Changes and extra work.
(a) Following authorization to proceed with a project, all major changes in the plans and contract provisions and all major extra work shall have formal approval by the Division Administrator in advance of their effective dates. However, when emergency or unusual conditions justify, the Division Administrator may give tentative advance approval orally to such changes or extra work and ratify such approval with formal approval as soon thereafter as practicable.
(b) For non-major changes and non-major extra work, formal approval is necessary but such approval may be given retroactively at the discretion of the Division Administrator. The State DOT should establish and document with the Division Administrator's concurrence specific parameters as to what constitutes a non-major change and non-major extra work.
(c) Changes in contract time, as related to contract changes or extra work, should be submitted at the same time as the respective work change for approval by the Division Administrator.
(d) In establishing the method of payment for contract changes or extra work orders, force account procedures shall only be used when strictly necessary, such as when agreement cannot be reached with the contractor on the price of a new work item, or when the extent of work is unknown or is of such character that a price cannot be determined to a reasonable degree of accuracy. The reason or reasons for using force account procedures shall be documented.
(e) The State DOT shall perform and adequately document a cost analysis of each negotiated contract change or negotiated extra work order. The method and degree of the cost analysis shall be subject to the approval of the Division Administrator.
(f) Proposed changes and extra work involved in nonparticipating operations that may affect the design or participating construction features of a project, shall be subject to review and concurrence by the Division Administrator.
§ 635.121 Contract time and contract time extensions.
(a) The State DOT should have adequate written procedures for the determination of contract time. These procedures should be submitted for approval to the Division Administrator within 6 months of the effective date of this Final Rule.
(b) Contract time extensions granted by a State DOT shall be subject to the concurrence of the Division Administrator and will be considered in determining the amount of Federal participation. Contract time extensions submitted for approval to the Division Administrator, shall be fully justified and adequately documented.
§ 635.122 Participation in progress payments.
(a) Federal funds will participate in the costs to the State DOT of construction accomplished as the work progresses, based on a request for reimbursement submitted by State transportation departments. When the contract provisions provide for payment for stockpiled materials, the amount of the reimbursement request upon which participation is based may include the appropriate value of approved specification materials delivered by the contractor at the project site or at another designated location in the vicinity of such construction, provided that:
(1) The material conforms with the requirements of the plans and specifications.
(2) The material is supported by a paid invoice or a receipt for delivery of materials. If supported by a receipt of delivery of materials, the contractor must furnish the paid invoice within a reasonable time after receiving payment from the State DOT; and
(3) The quantity of a stockpiled material eligible for Federal participation in any case shall not exceed the total estimated quantity required to complete the project. The value of the stockpiled material shall not exceed the appropriate portion of the value of the contract item or items in which such materials are to be incorporated.
(b) The materials may be stockpiled by the contractor at a location not in the vicinity of the project, if the State DOT determines that because of required fabrication at an off-site location, it is not feasible or practicable to stockpile the materials in the vicinity of the project.
(c) In the case of a design-build project, the State DOT must define its procedures for making progress payments on lump sum contracts in the Request for Proposal document.
(d) In the case of a CM/GC project, the State DOT must define its procedures for making construction phase progress payments in either the solicitation or the construction services contract documents.
[56 FR 37004, Aug. 2, 1991, as amended at 67 FR 75925, Dec. 10, 2002; 81 FR 86943, Dec. 2, 2016]
§ 635.123 Determination and documentation of pay quantities.
(a) The State DOT shall have procedures in effect which will provide adequate assurance that the quantities of completed work are determined accurately and on a uniform basis throughout the State. All such determinations and all related source documents upon which payment is based shall be made a matter of record.
(b) Initial source documents pertaining to the determination of pay quantities are among those records and documents which must be retained pursuant to 2 CFR 200.333.
[56 FR 37004, Aug. 2, 1991, as amended at 85 FR 7293, Nov. 16, 2020]
§ 635.124 Participation in contract claim awards and settlements.
(a) The eligibility for and extent of Federal-aid participation up to the Federal statutory share in a contract claim award made by a State to a Federal-aid contractor on the basis of an arbitration or mediation proceeding, administrative board determination, court judgment, negotiated settlement, or other contract claim settlement shall be determined on a case-by-case basis. Federal funds will participate to the extent that any contract adjustments made are supported, and have a basis in terms of the contract and applicable State law, as fairly construed. Further, the basis for the adjustment and contractor compensation shall be in accord with prevailing principles of public contract law.
(b) The FHWA shall be made aware by the State DOT of the details of the claim at an early stage so that coordination of efforts can be satisfactorily accomplished. It is expected that State DOTs will diligently pursue the satisfactory resolution of claims within a reasonable period of time. Claims arising on exempt non-NHS projects should be processed in accordance with the State's approved Stewardship Plan.
(c) When requesting Federal participation, the State DOT shall set forth in writing the legal and contractual basis for the claim, together with the cost data and other facts supporting the award or settlement. Federal-aid participation in such instances shall be supported by a State DOT audit of the actual costs incurred by the contractor unless waived by the FHWA as unwarranted. Where difficult, complex, or novel legal issues appear in the claim, such that evaluation of legal controversies is critical to consideration of the award or settlement, the State DOT shall include in its submission a legal opinion from its counsel setting forth the basis for determining the extent of the liability under local law, with a level of detail commensurate with the magnitude and complexity of the issues involved.
(d) In those cases where the State DOT receives an adverse decision in an amount more than the State DOT was able to support prior to the decision or settles a claim in an amount more than the State DOT can support, the FHWA will participate up to the appropriate Federal matching share, to the extent that it involves a Federal-aid participating portion of the contract, provided that:
(1) The FHWA was consulted and concurred in the proposed course of action;
(2) All appropriate courses of action had been considered; and
(3) The State DOT pursued the case diligently and in a professional manner.
(e) Federal funds will not participate:
(1) If it has been determined that State DOT employees, officers, or agents acted with gross negligence, or participated in intentional acts or omissions, fraud, or other acts not consistent with usual State practices in project design, plan preparation, contract administration, or other activities which gave rise to the claim;
(2) In such cost items as consequential or punitive damages, anticipated profit, or any award or payment of attorney's fees paid by a State to an opposing party in litigation; and
(3) In tort, inverse condemnation, or other claims erroneously styled as claims “under a contract.”
(f) Payment of interest associated with a claim will be eligible for participation provided that the payment to the contractor for interest is allowable by State statute or specification and the costs are not a result of delays caused by dilatory action of the State or the contractor. The interest rates must not exceed the rate provided for by the State statute or specification.
(g) In cases where State DOT's affirmatively recover compensatory damages through contract claims, cross-claims, or counter claims from contractors, subcontractors, or their agents on projects on which there was Federal-aid participation, the Federal share of such recovery shall be equivalent to the Federal share of the project or projects involved. Such recovery shall be credited to the project or projects from which the claim or claims arose.
[56 FR 37004, Aug. 2, 1991, as amended at 62 FR 6873, Feb. 14, 1997; 69 FR 7118, Feb. 13, 2004]
§ 635.125 Termination of contract.
(a) All contracts exceeding $10,000 shall contain suitable provisions for termination by the State, including the manner by which the termination will be effected and the basis for settlement. In addition, such contracts shall describe conditions under which the contract may be terminated for default as well as conditions where the contract may be terminated because of circumstances beyond the control of the contractor.
(b) The State DOT prior to termination of a Federal-aid contract shall consult with and receive the concurrence of the Division Administrator. The extent of Federal-aid participation in contract termination costs, including final settlement, will depend upon the merits of the individual case. However, under no circumstances shall Federal funds participate in anticipated profit on work not performed.
(c) Except as provided for in paragraph (e) of this section, normal Federal-aid plans, specifications, and estimates, advertising, and award procedures are to be followed when a State DOT awards the contract for completion of a terminated Federal-aid contract.
(d) When a State DOT awards the contract for completion of a Federal-aid contract previously terminated for default, the construction amount eligible for Federal participation on the project should not exceed whichever amount is the lesser, either:
(1) The amount representing the payments made under the original contract plus payments made under the new contract; or
(2) The amount representing what the cost would have been if the construction had been completed as contemplated by the plans and specifications under the original contract.
(e) If the surety awards a contract for completion of a defaulted Federal-aid contract or completes it by some other acceptable means, the FHWA will consider the terms of the original contract to be in effect and that the work will be completed in accordance with the approved plans and specifications included therein. No further FHWA approval or concurrence action will therefore be needed in connection with any defaulted Federal-aid contract awarded by a surety. Under this procedure, the construction amount eligible for Federal participation on the project should not exceed the amount representing what the cost would have been if the construction had been completed as contemplated by the plans and specifications under the original contract.
§ 635.126 [Reserved]
§ 635.127 Agreement provisions regarding overruns in contract time.
(a) Each State transportation department (State DOT) shall establish specific liquidated damages rates applicable to projects in that State. The rates may be project-specific or may be in the form of a table or schedule developed for a range of project costs and/or project types. These rates shall, as a minimum, be established to cover the estimated average daily construction engineering (CE) costs associated with the type of work encountered on the project. The amounts shall be assessed by means of deductions, for each calendar day or workday overrun in contract time, from payments otherwise due to the contractor for performance in accordance with the contract terms.
(b) The rates established shall be subject to FHWA approval either on a project-by-project basis, in the case of project-specific rates, or on a periodic basis after initial approval where a rate table or schedule is used. In the latter case, the State DOT shall periodically review its cost data to ascertain if the rate table/schedule closely approximates, at a minimum, the actual average daily CE costs associated with the type and size of the projects in the State. Where rate schedules or other means are already included in the State DOT specifications or standard special provisions, verification by the State DOT that the amounts are adequate shall be submitted to the FHWA for review and approval. After initial approval by the FHWA of the rates, the State DOT shall review the rates at least every 2 years and provide updated rates, when necessary, for FHWA approval. If updated rates are not warranted, justification of this fact is to be sent to the FHWA for review and acceptance.
(c) The State DOT may, with FHWA concurrence, include additional amounts as liquidated damages in each contract to cover other anticipated costs of project related delays or inconveniences to the State DOT or the public. Costs resulting from winter shutdowns, retaining detours for an extended time, additional demurrage, or similar costs as well as road user delay costs may be included.
(d) In addition to the liquidated damages provisions, the State DOT may also include incentive/disincentive for early completion provisions in the contract. The incentive/disincentive amounts shall be shown separately from the liquidated damages amounts.
(e) Where there has been an overrun in contract time, the following principles shall apply in determining the cost of a project that is eligible for Federal-aid reimbursement:
(1) A proportional share, as used in this section, is the ratio of the final contract construction costs eligible for Federal participation to the final total contract construction costs of the project.
(2) Where CE costs are claimed as a participating item based upon actual expenses incurred or where CE costs are not claimed as a participating item, and where the liquidated damages rates cover only CE expenses, the total CE costs for the project shall be reduced by the assessed liquidated damages amounts prior to figuring any Federal pro rata share payable. If the amount of liquidated damages assessed is more than the actual CE totals for the project, a proportional share of the excess shall be deducted from the federally participating contract construction cost before determining the final Federal share.
(3) Where the State DOT is being reimbursed for CE costs on the basis of an approved percentage of the participating construction cost, the total contract construction amount that would be eligible for Federal participation shall be reduced by a proportional share of the total liquidated damages amounts assessed on the project.
(4) Where liquidated damages include extra anticipated non-CE costs due to contractor caused delays, the amount assessed shall be used to pay for the actual non-CE expenses incurred by the State DOT, and, if a Federal participating item(s) is involved, to reduce the Federal share payable for that item(s). If the amount assessed is more than the actual expenses incurred by the State DOT, a proportional share of the excess shall be deducted from the federally participating contract construction cost of the project before the Federal share is figured.
(f) When provisions for incentive/disincentive for early completion are used in the contract, a proportion of the increased project costs due to any incentive payments to the contractor shall be added to the federally participating contract construction cost before calculating the Federal share. When the disincentive provision is applicable, a proportion of the amount assessed the contractor shall be deducted from the federally participating contract construction cost before the Federal share calculation. Proportions are to be calculated in the same manner as set forth in paragraph (e)(1) of this section.
[52 FR 31390, Aug. 20, 1987. Redesignated at 62 FR 6872, Feb. 14, 1997]
Subpart B Force Account Construction
§ 635.201 Purpose.
The purpose of this subpart is to prescribe procedures in accordance with 23 U.S.C. 112(b) for a State transportation department to request approval that highway construction work be performed by some method other than contract awarded by competitive bidding.
[48 FR 22912, May 23, 1983]
§ 635.202 Applicability.
This subpart applies to all Federal-aid and other highway construction projects financed in whole or in part with Federal funds and to be constructed by a State transportation department or a subdivision thereof in pursuant of agreements between any other State transportation department and the Federal Highway Administration (FHWA).
[69 FR 7119, Feb. 13, 2004]
§ 635.203 Definitions.
The following definitions shall apply for the purpose of this subpart:
(a) A State transportation department is that department, commission, board, or official of any State charged by its laws with the responsibility for highway construction. The term State should be considered equivalent to State transportation department if the context so implies.
(b) Except as provided for as emergency repair work in § 668.105(i) and in § 635.204(b), the term some other method of construction as used in 23 U.S.C. 112(b) shall mean the force account method of construction as defined herein. In the unlikely event that circumstances are considered to justify a negotiated contract or another unusual method of construction, the policies and procedures prescribed herein for force account work will apply.
(c) The term force account shall mean the direct performance of highway construction work by a State transportation department, a county, a railroad, or a public utility company by use of labor, equipment, materials, and supplies furnished by them and used under their direct control.
(d) The term county shall mean any county, township, municipality or other political subdivision that may be empowered to cooperate with the State transportation department in highway matters.
(e) The term cost effective shall mean the efficient use of labor, equipment, materials and supplies to assure the lowest overall cost.
(f) For the purpose of this part, an emergency shall be deemed to exist when emergency repair work as provided for in § 668.105(i) is necessary or when a major element or segment of the highway system has failed and the situation is such that competitive bidding is not possible or is impractical because immediate action is necessary to:
(1) Minimize the extent of the damage,
(2) Protect remaining facilities, or
(3) Restore essential travel.
This definition of emergency has no applicability to the Emergency Relief Program of 23 CFR part 668.
[39 FR 35158, Sept. 30, 1974, as amended at 48 FR 22912, May 23, 1983; 52 FR 45172, Nov. 25, 1987]
§ 635.204 Determination of more cost effective method or an emergency.
(a) Congress has expressly provided that the contract method based on competitive bidding shall be used by a State transportation department or county for performance of highway work financed with the aid of Federal funds unless the State transportation department demonstrates, to the satisfaction of the Secretary, that some other method is more cost effective or that an emergency exists.
(b) When a State transportation department determines it necessary due to an emergency to undertake a federally financed highway construction project by force account or negotiated contract method, it shall submit a request to the Division Administrator identifying and describing the project, the kinds of work to be performed, the method to be used, the estimated costs, the estimated Federal Funds to be provided, and the reason or reasons that an emergency exists.
(c) Except as provided in paragraph (b) of this section, when a State transportation department desires that highway construction work financed with the aid of Federal funds, other than the kinds of work designated under § 635.205(b), be undertaken by force account, it shall submit a request to the Division Administrator identifying and describing the project and the kind of work to be performed, the estimated costs, the estimated Federal funds to be provided, and the reason or reasons that force account for such project is considered cost effective.
(d) The Division Administrator shall notify the State transportation department in writing of his/her determination.
[52 FR 45172, Nov. 25, 1987]
§ 635.205 Finding of cost effectiveness.
(a) It may be found cost effective for a State transportation department or county to undertake a federally financed highway construction project by force account when a situation exists in which the rights or resposibilities of the community at large are so affected as to require some special course of action, including situations where there is a lack of bids or the bids received are unreasonable.
(b) Pursuant to authority in 23 U.S.C. 112(b), it is hereby determined that by reason of the inherent nature of the operations involved, it is cost effective to perform by force account the adjustment of railroad or utility facilities and similar types of facilities owned or operated by a public agency, a railroad, or a utility company provided that the organization is qualified to perform the work in a satisfactory manner. The installation of new facilities shall be undertaken by competitive bidding except as provided in § 635.204(c). Adjustment of railroad facilities shall include minor work on the railroad's operating facilities routinely performed by the railroad with its own forces such as the installation of grade crossing warning devices, crossing surfaces, and minor track and signal work. Adjustment of utility facilities shall include minor work on the utility's existing facilities routinely performed by the utility with its own forces and includes minor installations of new facilities to provide power, minor lighting, telephone, water and similar utility service to a rest area, weigh-station, movable bridge, or other highway appurtenance, provided such installation cannot feasibly be done as incidental to a major installation project such as an extensive highway lighting system.
[52 FR 45173, Nov. 25, 1987]
Subpart C Physical Construction Authorization
Source: 40 FR 17251, Apr. 18, 1975, unless otherwise noted.
§ 635.301 Purpose.
To prescribe the policies and procedures under which a State transportation department may be authorized to advance a Federal-aid highway project to the physical construction stage.
§ 635.303 Applicability.
The provisions of this subpart are applicable to all Federal-aid highway construction projects.
[69 FR 7119, Feb. 13, 2004]
§ 635.305 Physical construction.
For purposes of this subpart the physical construction of a project is considered to consist of the actual construction of the highway itself with its appurtenant facilities. It includes any removal, adjustment or demolition of buildings or major obstructions, and utility or railroad work that is a part of the contract for the physical construction.
§ 635.307 Coordination.
(a) The right-of-way clearance, utility, and railroad work are to be so coordinated with the physical construction that no unnecessary delay or cost for the physical construction will occur.
(b) All right-of-way clearance, utility, and railroad work performed separately from the contract for the physical construction of the project are to be accomplished in accordance with provisions of the following:
(1) 23 CFR part 140, subpart I;
(2) 23 CFR part 646, subpart B;
(3) 23 CFR 710.403; and
(4) 23 CFR part 645, subpart A.
[40 FR 17251, Apr. 18, 1975, as amended at 40 FR 25585, June 17, 1975; 64 FR 71289, Dec. 21, 1999]
§ 635.309 Authorization.
Authorization to advertise the physical construction for bids or to proceed with force account construction thereof shall normally be issued as soon as, but not until, all of the following conditions have been met:
(a) The plans, specifications, and estimates (PS&E) have been approved.
(b) A statement is received from the State, either separately or combined with the information required by paragraph (c) of this section, that either all right-of-way (ROW) clearance, utility, and railroad work has been completed or that all necessary arrangements have been made for it to be undertaken and completed as required for proper coordination with the physical construction schedules. Where it is determined that the completion of such work in advance of the highway construction is not feasible or practical due to economy, special operational problems or the like, there shall be appropriate notification provided in the bid proposals identifying the ROW clearance, utility, and railroad work which is to be underway concurrently with the highway construction.
(c) Except as otherwise provided for design-build projects in § 710.309 of this chapter and paragraph (p) of this section, a statement is received from the State certifying that all individuals and families have been relocated to decent, safe, and sanitary housing or that the State has made available to relocatees adequate replacement housing in accordance with the provisions of the 49 CFR part 24 and that one of the following has application:
(1) All necessary ROW, including control of access rights when pertinent, have been acquired including legal and physical possession. Trial or appeal of cases may be pending in court but legal possession has been obtained. There may be some improvements remaining on the ROW but all occupants have vacated the lands and improvements and the State has physical possession and the right to remove, salvage, or demolish these improvements and enter on all land.
(2) Although all necessary ROW have not been fully acquired, the right to occupy and to use all ROW required for the proper execution of the project has been acquired. Trial or appeal of some parcels may be pending in court and on other parcels full legal possession has not been obtained but right of entry has been obtained, the occupants of all lands and improvements have vacated and the State has physical possession and right to remove, salvage, or demolish these improvements.
(3) The acquisition or right of occupancy and use of a few remaining parcels is not complete, but all occupants of the residences on such parcels have had replacement housing made available to them in accordance with 49 CFR 24.204. Under these circumstances, the State may request the Federal Highway Administration (FHWA) to authorize actions based on a conditional certification as provided in this paragraph.
(i) The State may request approval for the advertisement for bids based on a conditional certification. The FHWA will approve the request unless it finds that it will not be in the public interest to proceed with the bidding before acquisition activities are complete.
(ii) The State may request approval for physical construction under a contract or through force account work based on a conditional certification. The FHWA will approve the request only if FHWA finds there are exceptional circumstances that make it in the public interest to proceed with construction before acquisition activities are complete.
(iii) Whenever a conditional certification is used, the State shall ensure that occupants of residences, businesses, farms, or non-profit organizations who have not yet moved from the ROW are protected against unnecessary inconvenience and disproportionate injury or any action coercive in nature.
(iv) When the State requests authorization under a conditional certification to advertise for bids or to proceed with physical construction where acquisition or right of occupancy and use of a few parcels has not been obtained, full explanation and reasons therefor, including identification of each such parcel, will be set forth in the State's request along with a realistic date when physical occupancy and use is anticipated as well as substantiation that such date is realistic. Appropriate notification must be provided in the request for bids, identifying all locations where right of occupancy and use has not been obtained. Prior to the State issuing a notice to proceed with construction to the contractor, the State shall provide an updated notification to FHWA identifying all locations where right of occupancy and use has not been obtained along with a realistic date when physical occupancy and use is anticipated.
(v) Participation of title 23 funds in construction delay claims resulting from unavailable parcels shall be determined in accordance with § 635.124. The FHWA will determine the extent of title 23 participation in costs related to construction delay claims resulting from unavailable parcels where FHWA determines the State did not follow approved processes and procedures.
(d) The State transportation department (SDOT), in accordance with 23 CFR 771.111(h), has submitted public hearing transcripts, certifications and reports pursuant to 23 U.S.C. 128.
(e) An affirmative finding of cost effectiveness or that an emergency exists has been made as required by 23 U.S.C. 112, when construction by some method other than contract based on competitive bidding is contemplated.
(f) Minimum wage rates determined by the Department of Labor in accordance with the provisions of 23 U.S.C. 113, are in effect and will not expire before the end of the period within which it can reasonably be expected that the contract will be awarded.
(g) A statement has been received that ROW has been acquired or will be acquired in accordance with 49 CFR part 24 and part 710 of this chapter, or that acquisition of ROW is not required.
(h) A statement has been received that the steps relative to relocation advisory assistance and payments as required by 49 CFR part 24 have been taken, or that they are not required.
(i) The FHWA has determined that appropriate measures have been included in the PS&E in keeping with approved guidelines, for minimizing possible soil erosion and water pollution as a result of highway construction operations.
(j) The FHWA has determined that requirements of 23 CFR part 771 have been fulfilled and appropriate measures have been included in the PS&E to ensure that conditions and commitments made in the development of the project to mitigate environmental harm will be met.
(k) Where utility facilities are to use and occupy the right-of-way, the State has demonstrated to the satisfaction of the FHWA that the provisions of § 645.119(b) of this chapter have been fulfilled.
(l) The FHWA has verified the fact that adequate replacement housing is in place and has been made available to all affected persons.
(m) Where applicable, area wide agency review has been accomplished as required by 42 U.S.C. 3334 and 4231 through 4233.
(n) The FHWA has determined that the PS&E provide for the erection of only those information signs and traffic control devices that conform to the standards developed by the Secretary of Transportation or mandates of Federal law and do not include promotional or other informational signs regarding such matters as identification of public officials, contractors, organizational affiliations, and related logos and symbols.
(o) The FHWA has determined that, where applicable, provisions are included in the PS&E that require the erection of funding source signs that comply with the Manual on Uniform Traffic Control Devices for Streets and Highways, for the life of the construction project, in accordance with section 154 of the Surface Transportation and Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, as amended (Pub. L. 91-646, 84 Stat. 1894; primarily codified in 42 U.S.C. 4601 et seq.;) (Uniform Act).
(p) In the case of a design-build or CM/GC project, the following certification requirements apply
(1) The FHWA's project authorization for final design and physical construction will not be issued until the following conditions have been met:
(i) All projects must conform with the statewide and metropolitan transportation planning requirements (23 CFR part 450).
(ii) All projects in air quality nonattainment and maintenance areas must meet all transportation conformity requirements (40 CFR parts 51 and 93).
(iii) The NEPA review process has been concluded. (See § 636.109 of this chapter).
(iv) The Request for Proposals document has been approved.
(v) A statement is received from the SDOT that either all ROW, utility, and railroad work has been completed or that all necessary arrangements will be made for the completion of ROW, utility, and railroad work.
(vi) If the State DOT elects to include right-of-way, utility, and/or railroad services as part of the design-builder's or CM/GC contractor's scope of work, then the applicable design-build Request for Proposals document, or the CM/GC solicitation document must include:
(A) A statement concerning scope and current status of the required services; and
(B) A statement which requires compliance with the Uniform Relocation and Real Property Acquisition Policies Act of 1970, as amended, and 23 CFR part 710.
(2) During a conformity lapse, an Early Acquisition Project carried out in accordance with § 710.501 of this chapter or a design-build project (including ROW acquisition activities) may continue if, prior to the conformity lapse, the National Environmental Policy Act (NEPA) (42 U.S.C. 4321, et seq.) process was completed and the project has not changed significantly in design scope, FHWA authorized the early acquisition or design-build project, and the project met transportation conformity requirements (40 CFR parts 51 and 93).
(3) Changes to the design-build or CM/GC project concept and scope may require a modification of the transportation plan and transportation improvement program. The project sponsor must comply with the metropolitan and statewide transportation planning requirements in 23 CFR part 450 and the transportation conformity requirements (40 CFR parts 51 and 93) in air quality nonattainment and maintenance areas, and provide appropriate approval notification to the design builder or the CM/GC contractor for such changes.
(q) In the case of an ID/IQ project, FHWA may authorize advertisement of the solicitation document prior to approving the PS&E. However, FHWA's project authorization for final design and physical construction will not be issued until the following conditions have been met:
(1) All projects must conform with the statewide and metropolitan transportation planning requirements (23 CFR part 450).
(2) All projects in air quality nonattainment and maintenance areas must meet all transportation conformity requirements (40 CFR parts 51 and 93).
(3) The NEPA process has been concluded as described in § 635.605.
(4) A statement is received from the State that either all ROW, utility, and railroad work has been completed or that all necessary arrangements will be made for the completion of ROW, utility, and railroad work.
[81 FR 57728, Aug. 23, 2016, as amended at 81 FR 86943, Dec. 2, 2016; 85 FR 72931, Nov. 16, 2020; 87 FR 67558, Nov. 9, 2022; 88 FR 87695, Dec. 19, 2023]
Subpart D General Material Requirements
Source: 41 FR 36204, Aug. 27, 1976, unless otherwise noted.
§ 635.401 Purpose.
The purpose of this subpart is to prescribe requirements and procedures relating to product and material selection and use on Federal-aid highway projects.
§ 635.403 Definitions.
As used in this subpart, the following terms have the meanings indicated:
(a) FHWA Division Administrator means the chief Federal Highway Administration (FHWA) official assigned to conduct business in a particular State;
(b) Material means any tangible substance incorporated into a Federal-aid highway project;
(c) PS&E means plans, specifications, and estimates;
(d) Special provisions means additions and revisions to the standard and supplemental specifications applicable to an individual project;
(e) Standard specifications means a compilation in book form of specifications approved for general application and repetitive use;
(f) State has the meaning set forth in 23 U.S.C. 101;
(g) State transportation department means that department, commission, board, or official of any State charged by its laws with the responsibility for highway construction;
(h) Supplemental specifications means approved additions and revisions to the standard specifications.
§ 635.405 Applicability.
The requirements and procedures prescribed in this subpart apply to all contracts relating to Federal-aid highway projects.
[69 FR 7119, Feb. 13, 2004]
§ 635.407 Use of materials made available by a public agency.
(a) Contracts for highway projects shall require the contractor to furnish all materials to be incorporated in the work and shall permit the contractor to select the sources from which the materials are to be obtained. Exception to this requirement may be made when there is a definite finding by the State transportation department and concurred in by the FHWA Division Administrator, that it is in the public interest to require the contractor to use material furnished by the State transportation department or from sources designated by the State transportation department. In cases such as this, the FHWA does not expect mutual sharing of costs unless the State transportation department receives a related credit from another agency or political subdivision of the State. Where such a credit does accrue to the State transportation department, it shall be applied to the Federal-aid project involved. The designation of a mandatory material source may be permitted based on environmental considerations, provided the environment would be substantially enhanced without excessive cost. Otherwise, if a State transportation department proposal to designate a material source for mandatory use would result in higher project costs, Federal-aid funds shall not participate in the increase even if the designation would conserve other public funds.
(b) The provisions of paragraph (a) of this section will not preclude the designation in the plans and specifications of sources of local natural materials, such as borrow aggregates, that have been investigated by the State transportation department and found to contain materials meeting specification requirements. The use of materials from such designated sources shall not be mandatory unless there is a finding of public interest as stated in paragraph (a) of this section.
(c) Federal funds may participate in the cost of specifications materials made available by a public agency when they have been actually incorporated in accepted items of work, or in the cost of such materials meeting the criteria and stockpiled at the locations specified in § 635.114 of this chapter.
(d) To be eligible for Federal participation in its cost, any material, other than local natural materials, to be purchased by the State transportation department and furnished to the contractor for mandatory use in the project, must have been acquired on the basis of competitive bidding, except when there is a finding of public interest justifying the use of another method of acquisition. The location and unit price at which such material will be available to the contractor must be stated in the special provisions for the benefit of all prospective bidders. The unit cost eligible for Federation participation will be limited to the unit cost of such material to the State transportation department.
(e) When the State transportation department or another public agency owns or has control over the source of a local natural material the unit price at which such material will be made available to the contractor must be stated in the plans or special provisions. Federal participation will be limited to (1) the cost of the material to the State transportation department or other public agency; or (2) the fair and reasonable value of the material, whichever is less. Special cases may arise that will justify Federal participation on a basis other than that set forth above. Such cases should be fully documented and receive advance approval by the FHWA Division Administrator.
(f) Costs incurred by the State transportation department or other public agency for acquiring a designated source or the right to take materials from it will not be eligible for Federal participation if the source is not used by the contractor.
(g) The contract provisions for one or a combination of Federal-aid projects shall not specify a mandatory site for the disposal of surplus excavated materials unless there is a finding by the State transportation department with the concurrence of the FHWA Division Administrator that such placement is the most economical except that the designation of a mandatory site may be permitted based on environmental considerations, provided the environment would be substantially enhanced without excessive cost.
§ 635.409 Restrictions upon materials.
No requirement shall be imposed and no procedure shall be enforced by any State transportation department in connection with a project which may operate:
(a) To require the use of or provide a price differential in favor of articles or materials produced within the State, or otherwise to prohibit, restrict or discriminate against the use of articles or materials shipped from or prepared, made or produced in any State, territory or possession of the United States; or
(b) To prohibit, restrict or otherwise discriminate against the use of articles or materials of foreign origin to any greater extent than is permissible under policies of the Department of Transportation as evidenced by requirements and procedures prescribed by the FHWA Administrator to carry out such policies.
§ 635.410 Buy America requirements.
(a) The provisions of this section shall prevail and be given precedence over any requirements of this subpart which are contrary to this section. However, nothing in this section shall be construed to be contrary to the requirements of § 635.409(a) of this subpart.
(b) No Federal-aid highway construction project is to be authorized for advertisement or otherwise authorized to proceed unless at least one of the following requirements is met:
(1) The project either: (i) Includes no permanently incorporated steel or iron materials, or (ii) if iron or steel products are to be used, all manufacturing processes, including application of a coating, for these materials must occur in the United States. Coating includes all processes which protect or enhance the value of the material to which the coating is applied.
(2) The recipient has standard contract provisions that require the use of domestic materials and products, including iron or steel products, to the same or greater extent as the provisions set forth in this section.
(3) The recipient elects to include alternate bid provisions for foreign and domestic iron or steel products which comply with the following requirements. Any procedure for obtaining alternate bids based on furnishing foreign iron or steel products which is acceptable to the Division Administrator may be used. The contract provisions must (i) require all bidders to submit a bid based on furnishing domestic iron or steel products, and (ii) clearly state that the contract will be awarded to the bidder who submits the lowest total bid based on furnishing domestic iron or steel products unless such total bid exceeds the lowest total bid based on furnishing foreign iron or steel products by more than 25 percent.
(4) When iron or steel products are used in a project, the requirements of this section do not prevent a minimal use of foreign iron or steel products, if the cost of such materials used does not exceed one-tenth of one percent (0.1 percent) of the total contract cost or $2,500, whichever is greater. For purposes of this paragraph, the cost is that shown to be the value of the steel and iron products as they are delivered to the project.
(c) No Federal-aid highway construction project is to be authorized for advertisement or otherwise authorized to proceed unless the manufactured products used and permanently incorporated in such project are produced in the United States. To meet the requirement in this paragraph (c), the manufactured product must meet the following:
(1) The following definitions apply to this section:
(i) Component means an article, material, or supply, whether manufactured or unmanufactured, incorporated directly into a manufactured product or, where applicable, an iron or steel product.
(ii) Excluded materials means section 70917(c) materials as defined in 2 CFR 184.3.
(iii) Iron or steel products means articles, materials, or supplies that consist wholly or predominantly of iron or steel or a combination of both.
(iv) Manufactured products means articles, materials, or supplies that have been processed into a specific form and shape, or combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies. If an item is classified as an iron or steel product, an excluded material, or other product category as specified by law or in 2 CFR part 184, then it is not a manufactured product. However, an article, material, or supply classified as a manufactured product may include components that are iron or steel products, excluded materials, or other product categories as specified by law or in 2 CFR part 184. Mixtures of excluded materials delivered to a work site without final form for incorporation into a project are not a manufactured product.
(v) Manufacturer, in the case of manufactured products, means the entity that performs the final manufacturing process that produces a manufactured product.
(vi) Predominantly of iron or steel or a combination of both means that the cost of the iron and steel content exceeds 50 percent of the total cost of all its components. The cost of iron and steel is the cost of the iron or steel mill products (such as bar, billet, slab, wire, plate, or sheet), castings, or forgings utilized in the manufacture of the product and a good faith estimate of the cost of iron or steel components.
(vii) Produced in the United States, in the case of manufactured products, means:
(A) For projects obligated on or after October 1, 2025, the product was manufactured in the United States; and
(B) For projects obligated on or after October 1, 2026, the product was manufactured in the United States and the cost of the components of the manufactured product that are mined, produced, or manufactured in the United States is greater than 55 percent of the total cost of all components of the manufactured product.
(2) An article, material, or supply shall only be classified as an iron or steel product, a manufactured product, or other products as specified by law or in 2 CFR part 184. An iron or steel product must meet the requirements of paragraph (b) of this section. Except as otherwise provided in this paragraph (c), an article, material, or supply shall not be considered to fall into multiple categories. In some cases, an article, material, or supply may not fall under any of the above-listed categories. The classification of an article, material, or supply as falling into one of the categories listed in this paragraph (c) must be made based on its status at the time it is brought to the work site for incorporation into an infrastructure project. In general, the work site is the location of the infrastructure project at which the iron or steel product or manufactured product will be incorporated.
(i) With respect to precast concrete products that are classified as manufactured products, components of precast concrete products that consist wholly or predominantly of iron or steel or a combination of both shall meet the requirements of paragraph (b) of this section. The cost of such components shall be included in the applicable calculation for purposes of determining whether the precast concrete product is produced in the United States.
(ii) With respect to intelligent transportation systems and other electronic hardware systems that are installed in the highway right of way or other real property and classified as manufactured products, the cabinets or other enclosures of such systems that consist wholly or predominantly of iron or steel or a combination of both shall meet the requirements of paragraph (b) of this section. The cost of cabinets or other enclosures shall be included in the applicable calculation for purposes of determining whether systems referred to in the preceding sentence are produced in the United States.
(3) In determining whether the cost of components for manufactured products is greater than 55 percent of the total cost of all components, recipients shall determine the cost as follows:
(i) For components purchased by the manufacturer, the acquisition cost, including transportation costs to the place of incorporation into the manufactured product (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or
(ii) For components manufactured by the manufacturer, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (c)(3)(i) of this section, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the manufactured product.
(4) The provisions of this paragraph (c) are separate and severable from one another and from the other provisions of this section. If any provision is stayed or determined to be invalid, the remaining provisions shall continue in effect.
(d) Standard recipient and Federal-aid contract procedures may be used to assure compliance with the requirements of this section.
[48 FR 53104, Nov. 25, 1983, as amended at 49 FR 18821, May 3, 1984; 58 FR 38975, July 21, 1993; 90 FR 2957, Jan. 14, 2025]
§ 635.411 Culvert and storm sewer material types.
State Departments of Transportation (State DOTs) shall have the autonomy to determine culvert and storm sewer material types to be included in the construction of a project on a Federal-aid highway.
[84 FR 51028, Sept. 27, 2019]
§ 635.413 Guaranty and warranty clauses.
The State DOT may include warranty provisions in National Highway System (NHS) construction contracts in accordance with the following:
(a) Warranty provisions shall be for a specific construction product or feature. Items of maintenance not eligible for Federal participation shall not be covered.
(b) All warranty requirements and subsequent revisions shall be submitted to the Division Administrator for advance approval.
(c) No warranty requirement shall be approved which, in the judgment of the Division Administrator, may place an undue obligation on the contractor for items over which the contractor has no control.
(d) A State DOT may follow its own procedures regarding the inclusion of warranty provisions in non-NHS Federal-aid contracts.
(e) In the case of a design-build project, the following requirements will apply instead of paragraphs (a) through (d) of this section.
(1) General project warranties may be used on NHS projects, provided:
(i) The term of the warranty is short (generally one to two years); however, projects developed under a public-private agreement may include warranties that are appropriate for the term of the contract or agreement.
(ii) The warranty is not the sole means of acceptance;
(iii) The warranty must not include items of routine maintenance which are not eligible for Federal participation; and,
(iv) The warranty may include the quality of workmanship, materials and other specific tasks identified in the contract.
(2) Performance warranties for specific products on NHS projects may be used at the State DOT's discretion. If performance warranties are used, detailed performance criteria must be provided in the Request for Proposal document.
(3) The State DOT may follow its own procedures regarding the inclusion of warranty provisions on non-NHS Federal-aid design-build contracts.
(4) For best value selections, the State DOT may allow proposers to submit alternate warranty proposals that improve upon the warranty terms in the RFP document. Such alternate warranty proposals must be in addition to the base proposal that responds to the RFP requirements.
[60 FR 44274, Aug. 25, 1995, as amended at 67 FR 75926, Dec. 10, 2002; 72 FR 45336, Aug. 14, 2007]
§ 635.417 Convict produced materials.
(a) Materials produced after July 1, 1991, by convict labor may only be incorporated in a Federal-aid highway construction project if such materials have been:
(1) Produced by convicts who are on parole, supervised release, or probation from a prison or
(2) Produced in a qualified prison facility and the cumulative annual production amount of such materials for use in Federal-aid highway construction does not exceed the amount of such materials produced in such facility for use in Federal-aid highway construction during the 12-month period ending July 1, 1987.
(b) Qualified prison facility means any prison facility in which convicts, during the 12-month period ending July 1, 1987, produced materials for use in Federal-aid highway construction projects.
[53 FR 1923, Jan. 25, 1988, as amended at 58 FR 38975, July 21, 1993]
Subpart E Construction Manager/General Contractor (CM/GC) Contracting
Source: 81 FR 86943, Dec. 2, 2016, unless otherwise noted.
§ 635.501 Purpose.
The regulations in this subpart prescribe policies, requirements, and procedures relating to the use of the CM/GC method of contracting on Federal-aid projects.
§ 635.502 Definitions.
As used in this subpart:
Agreed price means the price agreed to by the Construction Manager/General Contractor (CM/GC) contractor and the contracting agency to provide construction services for a specific scope and schedule.
CM/GC contractor means the entity that has been awarded a two-phase contract for a CM/GC project and is responsible for providing preconstruction services under the first phase and, if a price agreement is reached, construction services under the second phase of such contract.
CM/GC project means a project to be delivered using a two-phase contract with a CM/GC contractor for services during the preconstruction and, if there is an agreed price, construction phases of a project.
Construction services means the physical construction work undertaken by a CM/GC contractor to construct a project or a portion of the project (including early work packages). Construction services include all costs to perform, supervise, and administer physical construction work. Construction services may be authorized as a single contract for the project, or through a combination of contracts covering portions of the CM/GC project.
Contracting agency means the State Transportation Agency (STA), and any State or local government agency, public-private partnership, or Indian tribe (as defined in 2 CFR 200.54) that is the acting under the supervision of the STA and is awarding and administering a CM/GC contract.
Division Administrator means the chief FHWA official assigned to conduct business in a particular State.
Early work package means a portion or phase of physical construction work (including but not limited to site preparation, structure demolition, hazardous material abatement/treatment/removal, early material acquisition/fabrication contracts, or any action that materially affects the objective consideration of alternatives in the NEPA review process) that is procured after NEPA is complete but before all design work for the project is complete. Contracting agencies may procure an early work package when construction risks have been addressed (both agency and CM/GC contractor risks) and the scope of work is defined sufficiently for the contracting agency and the CM/GC contractor to reasonably determine price. The requirements in § 635.506 (including § 635.506(d)(2)) and § 635.507 apply to procuring an early work package and FHWA authorization for an early work package.
Final design has the same meaning as defined in § 636.103 of this chapter.
NEPA process means the environmental review required under the National Environmental Policy Act (NEPA) of 1969 (42 U.S.C. 4321 et seq.), applicable portions of the NEPA implementing regulations at 40 CFR parts 1500-1508, and part 771 of this chapter.
Preconstruction services means consulting to provide a contracting agency and its designer with information regarding the impacts of design on the physical construction of the project, including but not limited to: Scheduling, work sequencing, cost engineering, constructability, cost estimating, and risk identification. Under a preconstruction services contract, the CM/GC contractor may provide consulting services during both preliminary and, subject to provisions in this subpart, final design. Such services may include on-site material sampling and data collection to assist the contacting agency's design team in its preliminary design work, but do not include design and engineering-related services as defined in § 172.3 of this chapter. The services may include the preparation of plans typically developed by a construction contractor during the construction phase (such as preliminary staging or preliminary falsework plans) when needed for the NEPA process. However, services involving plans or submittals that are considered elements of final design and not needed for the NEPA process (such as shop drawings or fabrication plans) is not allowed, even on an at-risk basis, prior to the completion of the NEPA review process.
Preliminary design has the same meaning as defined in section 636.103 of this title.
Solicitation document means the document used by the contracting agency to advertise the CM/GC project and request expressions of interest, statements of qualifications, proposals, or offers.
State transportation agency (STA) has the same meaning as the term State transportation department (State DOT) under § 635.102 of this chapter.
§ 635.503 Applicability.
The provisions of this subpart apply to all Federal-aid projects within the right-of-way of a public highway, those projects required by law to be treated as if located on a Federal-aid highway, and other projects which are linked to such projects (i.e., the project would not exist without another Federal-aid highway project) that are to be delivered using the CM/GC contractor method.
§ 635.504 CM/GC Requirements.
(a) In general. A contracting agency may award a two-phase contract to a CM/GC contractor for preconstruction and construction services. The first phase of this contract is the preconstruction services phase. The second phase is the construction services phase. The construction services phase may occur under one contract or under multiple contracts covering portions of the project, including early work packages.
(b) Procurement requirements. (1) The contracting agency may procure the CM/GC contract using applicable State or local competitive selection procurement procedures as long as those procedures do not serve as a barrier to free and open competition or conflict with applicable Federal laws and regulations.
(2) Contracting agency procedures may use any of the following solicitation options in procuring a CM/GC contract: Letters of interest, requests for qualifications, interviews, request for proposals or other solicitation procedures provided by applicable State law, regulation or policy. Single-phase or multiple-phase selection procedures may also be used.
(3) Contracting agency procedures shall require, at a minimum, that a CM/GC contract be advertised through solicitation documents that:
(i) Clearly define the scope of services being requested;
(ii) List evaluation factors and significant subfactors and their relative importance in evaluating proposals;
(iii) List all required deliverables;
(iv) Identify whether interviews will be conducted before establishing the final rank (however, the contracting agency may reserve the right to make a final determination whether interviews are needed based on responses to the solicitation); and
(v) Include or reference sample contract form(s).
(4) If interviews are used in the selection process, the contracting agency must offer the opportunity for an interview to all short listed firms (or firms that submitted responsive proposals, if a short list is not used). Also, if interviews are used, then the contracting agency must not engage in conduct that favors one firm over another and must not disclose a firm's offer to another firm.
(5) A contracting agency may award a CM/GC contract based on qualifications, experience, best value, or any other combination of factors considered appropriate by the contracting agency and the Division Administrator and which are clearly specified in the solicitation documents.
(6) In the event that the contracting agency is unwilling or unable to enter into a contract with the CM/GC contractor for the construction services phase of the project (including any early work package), after the concurrence of the Division Administrator, the contracting agency may initiate a new procurement process meeting the requirements of subpart A of this part, or of another approved method for the affected portion of the construction work. If Federal-aid participation is being requested in the cost of construction, the contracting agency must request FHWA's approval before advertising for bids or proposals in accordance with § 635.112 and part 636 of this chapter. When the contracting agency makes a decision to initiate a new procurement, the contracting agency may determine that the CM/GC contractor is likely to have a competitive advantage that could adversely affect fair and open competition and not allow the CM/GC contractor to submit competitive bids.
(c) FHWA approval of CM/GC procedures. (1) The STA must submit its proposed CM/GC procurement procedures to the FHWA Division Administrator for review and approval. Any changes in approved procedures and requirements shall also be subject to approval by the Division Administrator. Other contracting agencies may follow STA approved procedures, or their own procedures if approved by both the STA and FHWA.
(2) The Division Administrator may approve procedures that conform to the requirements of this subpart and which do not, in the opinion of the Division Administrator, operate to restrict competition. The Division Administrator's approval of CM/GC procurement procedures may not be delegated or assigned to the STA.
(d) Subcontracting. Consistent with § 635.116(a), contracts for construction services must specify a minimum percentage of work (no less than 30 percent of the total cost of all construction services performed under the CM/GC contract, excluding specialty work) that a contractor must perform with its own forces. If required by State law, regulation, or administrative policy, the contracting agency may require the CM/GC contractor to competitively let and award subcontracts for construction services to the lowest responsive bidder.
(e) Payment methods. (1) The method of payment to the CM/GC contractor shall be set forth in the original solicitation documents, contract, and any contract modification or change order thereto. A single contract may contain different payment methods as appropriate for compensation of different elements of work.
(2) The methods of payment for preconstruction services shall be: Lump sum, cost plus fixed fee, cost per unit of work, specific rates of compensation, or other comparable payment method permitted in State law and regulation. When compensation is based on actual costs, an approved indirect cost rate must be used. The cost plus a percentage of cost and percentage of construction cost methods of payment shall not be used.
(3) The method of payment for construction services may include any method of payment authorized by State law (including, but not limited to, lump sum, unit price, and target price). The cost plus a percentage of cost and percentage of construction cost methods of payment shall not be used.
§ 635.505 Relationship to the NEPA process.
(a) In procuring a CM/GC contract before the completion of the NEPA process, the contracting agency may:
(1) Issue solicitation documents;
(2) Proceed with the award of a CM/GC contract providing for preconstruction services and an option to enter into a future contract for construction services once the NEPA review process is complete;
(3) Issue notices to proceed to the CM/GC contractor for preconstruction services, excluding final design-related activities; and
(4) Issue a notice-to-proceed to a consultant design firm for the preliminary design and any work related to preliminary design of the project to the extent that those actions do not limit any reasonable range of alternatives.
(b) The contracting agency shall not initiate construction activities (even on an at-risk basis) or allow such activities to proceed prior to the completion of the NEPA process. The contracting agency shall not perform or contract for construction services (including early work packages of any kind) prior to the completion of the NEPA process.
(c) A contracting agency may proceed, solely at the risk and expense of the contracting agency, with design activities at any level of detail, including final design and preconstruction services associated with final design, for a CM/GC project before completion of the NEPA process without affecting subsequent approvals required for the project. However, FHWA shall not authorize final design activities and preconstruction services associated with final design, and such activities shall not be eligible for Federal funding as provided in § 635.506(c), until after the completion the NEPA process. A contracting agency may use a CM/GC contractor for preconstruction services associated with at-risk final design only if the contracting agency has a procedure for segregating the costs of the CM/GC contractor's at-risk work from preconstruction services eligible for reimbursement during the NEPA process. If a contracting agency decides to perform at-risk final design, it must notify FHWA of its decision to do so before undertaking such activities.
(d) The CM/GC contract must include termination provisions in the event the environmental review process does not result in the selection of a build alternative. This termination provision is in addition to the termination for cause or convenience clause required by Appendix II to 2 CFR part 200.
(e) If the contracting agency expects to use information from the CM/GC contractor in the NEPA review for the project, then the contracting agency is responsible for ensuring its CM/GC contract gives the contracting agency the right to obtain, as needed, technical information on all alternatives analyzed in the NEPA review.
(f) The CM/GC contract must include appropriate provisions ensuring no commitments are made to any alternative during the NEPA process, and that the comparative merits of all alternatives identified and considered during the NEPA process, including the no-build alternative, will be evaluated and fairly considered.
(g) The CM/GC contractor must not prepare NEPA documentation or have any decisionmaking responsibility with respect to the NEPA process. However, the CM/GC contractor may be requested to provide information about the project and possible mitigation actions, including constructability information, and its work product may be considered in the NEPA analysis and included in the record.
(h) Any contract for construction services under a CM/GC contract must include appropriate provisions ensuring that all environmental and mitigation measures identified in the NEPA documentation and committed to in the NEPA determination for the selected alternative will be implemented, excepting only measures the contracting agency expressly describes in the CM/GC contract as excluded because they are the responsibility of others.
§ 635.506 Project approvals and authorizations.
(a) In general. (1) Under 23 U.S.C. 106(c), the States may assume certain FHWA responsibilities for project design, plans, specifications, estimates, contract awards, and inspections. Any individual State's assumption of FHWA responsibilities for approvals and determinations for CM/GC projects, as described in this subpart, will be addressed in the State's FHWA/STA Stewardship and Oversight Agreement. The State may not further delegate or assign those responsibilities. If an STA assumes responsibility for an FHWA approval or determination contained in this subpart, the STA will include documentation in the project file sufficient to substantiate its actions and to support any request for authorization of funds. The STA will provide FHWA with the documentation upon request.
(2) States cannot assume FHWA review or approval responsibilities for §§ 635.504(c) (review and approval of CM/GC procurement procedures) or 635.506(c) (FHWA post-NEPA review of at-risk final design costs for eligibility).
(3) In accordance with 23 U.S.C. 106(c), States may assume FHWA review or approval responsibilities for §§ 635.504(b)(6) (approval of bidding), 635.504(e)(3) (approval of indirect cost rate), 635.506(b) (approval of preconstruction price and cost/price analysis), 635.506(d)(2) (approval of price estimate for entire project), 635.506(d)(4) (approval of construction price analysis for each construction services contract), and 635.506(e) (approval of preconstruction services and construction services contract awards) for CM/GC projects on the National Highway System, including projects on the Interstate System, and must assume such responsibilities for projects off the National Highway System unless the State determines such assumption is not appropriate.
(b) Preconstruction services approvals and authorization. (1) If the contracting agency wishes Federal participation in the cost of the CM/GC contractor's preconstruction services, it must request FHWA's authorization of preliminary engineering before incurring such costs, except as provided by section 1440 of the Fixing America's Surface Transportation Act, Pub. L. 114-357 (December 1, 2015).
(2) Before authorizing pre-construction services by the CM/GC contractor, the Division Administrator must review and approve the contracting agency's cost or price analysis for the preconstruction services procurement (including contract modifications). A cost or price analysis is encouraged but not required for procurements less than the simplified acquisition threshold in 2 CFR 200.88. The requirements of this paragraph apply when the contracting agency is requesting Federal assistance in the cost of preconstruction services.
(c) Final design during NEPA process. (1) If the contracting agency proceeds with final design activities, including CM/GC preconstruction services associated with final design activities, at its own expense before the completion of the NEPA process, then those activities for the selected alternative may be eligible for Federal reimbursement after the completion of the NEPA process so long as the Division Administrator finds that the contracting agency's final design-related activities:
(i) Did not limit the identification and fair evaluation of a reasonable range of alternatives for the proposed project;
(ii) Did not result in an irrevocable commitment by the contracting agency to the selection of a particular alternative;
(iii) Did not have an adverse environmental impact; and
(iv) Are necessary and reasonable and adequately documented.
(2) If, during the NEPA process, the Division Administrator finds the final design work limits the fair evaluation of alternatives, irrevocably commits the contracting agency to the selection of any alternative, or causes an adverse environmental impact, then the Division Administrator shall require the contracting agency to take any necessary action to ensure the integrity of the NEPA process regardless of whether or not the contracting agency wishes to receive Federal reimbursement for such activities.
(d) Construction services approvals and authorizations. (1) Subject to the requirements in § 635.505, the contracting agency may request Federal participation in the construction services costs associated with a CM/GC construction project, or portion of a project (including an early work package). In such cases, FHWA's construction contracting requirements will apply to all of the CM/GC project's construction contracts if any portion (including an early work package) of the CM/GC project construction is funded with title 23 funds. Any expenses incurred for construction services before FHWA authorization shall not be eligible for reimbursement except as may be determined in accordance with § 1.9 of this chapter.
(2) The Division Administrator must approve the price estimate for construction costs for the entire project before authorization of construction services (including authorization of an early work package).
(3) The contracting agency must perform a price analysis for any contract (or contract modification) that establishes or revises the scope, schedule or price for the construction of the CM/GC project or a portion of the project (including an early work package). The price analysis must compare the agreed price with the contracting agency's engineer's estimate or an independent cost estimate (if required by the contracting agency). A price analysis is encouraged but not required for procurements less than the simplified acquisition threshold in 2 CFR 200.88.
(4) The Division Administrator must review and approve the contracting agency's price analysis and agreed price for the construction services of a CM/GC project or a portion of the project (including an early work package) before authorization of construction services.
(5) Where the contracting agency and the CM/GC contractor agree on a price for construction services that is approved under paragraph (d)(4) of this section, FHWA's authorization of construction services will be based on the approved agreed price for the project or portion of the project. The authorization may include authorization of an early work package, including the advanced acquisition of materials consistent with § 635.122 and this subpart. In the event that construction materials are acquired for a CM/GC project but not installed in the CM/GC project, the cost of such material will not be eligible for Federal-aid participation. In accordance with § 635.507 and 2 CFR part 200, FHWA may deny eligibility for part or all of an early work package if such work is not needed for, or used for, the project.
(e) Contract award. The award of a Federal-aid CM/GC contract for preconstruction services and the award of contract(s) for construction services require prior concurrence from the Division Administrator. The concurrence is a prerequisite to authorization of preconstruction and construction services (including authorization for an early work package). Concurrence in the CM/GC contract award for construction services constitutes approval of the agreed price, scope, and schedule for the work under that contract. Where the contracting agency has established a Disadvantaged Business Enterprise (DBE) contract goal for the CM/GC construction services contract, the initial proposal for CM/GC construction services must include the DBE documentation required by 49 CFR 26.53(b)(2), or it must include a contractually binding commitment to meet the DBE contract goal, with the information required by 49 CFR 26.53(b)(2) provided before the contracting agency awards the contract for construction services. A copy of the executed contract between the contracting agency and the CM/GC contractor, including any contract for construction services, shall be furnished to the Division Administrator as soon as practical after execution. If the contracting agency decides not to proceed with the award of a CM/GC construction services contract, then it must notify the FHWA Division Administrator as provided in § 635.504(b)(6).
§ 635.507 Cost eligibility.
(a) Costs, or prices based on estimated costs, under a CM/GC contract shall be eligible for Federal-aid reimbursement only to the extent that costs incurred, or cost estimates included in negotiated prices, are allowable in accordance with the Federal cost principles (as specified in 2 CFR part 200, subpart E). Contracting agencies must perform a cost or price analysis in connection with procurement actions, including contract modifications, in accordance with 2 CFR 200.323(a) and this subpart.
(1) For preconstruction services, to the extent that actual costs or cost estimates are included in negotiated prices that will be used for cost reimbursement, the costs must comply with the Federal cost principles to be eligible for participation.
(2) For construction services, the price analysis must confirm the agreed price is reasonable in order to satisfy cost eligibility requirements (see § 635.506(d)(3)). The FHWA will rely on an approved price analysis when authorizing funds for construction.
(b) Indirect cost rates. Where preconstruction service payments are based on actual costs the CM/GC contractor must provide an indirect cost rate established in accordance with the Federal cost principles (as specified in 2 CFR part 200 subpart E).
(c) Cost certification. (1) If the CM/GC contractor presents an indirect cost rate established in accordance with the Federal cost principles (as specified in 2 CFR part 200 subpart E), it shall include a certification by an official of the CM/GC contractor that all costs are allowable in accordance with the Federal cost principles.
(2) An official of the CM/GC contractor shall be an individual executive or financial officer of the CM/GC contractor's organization, at a level no lower than a Vice President or Chief Financial Officer, or equivalent, who has the authority to make representations about the financial information utilized to establish the indirect cost rate proposal submitted.
(3) The certification of final indirect costs shall read as follows:
Certificate of Final Indirect Costs
This is to certify that I have reviewed this proposal to establish final indirect cost rates and to the best of my knowledge and belief:
1. All costs included in this proposal (identify proposal and date) to establish final indirect cost rates for (identify period covered by rate) are allowable in accordance with the cost principles in 2 CFR part 200 subpart E; and
2. This proposal does not include any costs which are expressly unallowable under applicable cost principles of 2 CFR part 200 subpart E.
Subpart F Indefinite Delivery/Indefinite Quantity (ID/IQ) Contracting
Source: 85 FR 72932, Nov. 16, 2020, unless otherwise noted.
§ 635.601 Purpose.
The regulations in this subpart prescribe policies, requirements, and procedures relating to the use of the ID/IQ method of contracting on Federal-aid construction projects.
§ 635.602 Definitions.
As used in this subpart:
Best value selection means any selection process in which proposals contain both price and qualitative components and award of the contract is based upon a combination of price and qualitative considerations. Qualitative considerations may include past performance, timeliness, reliability, experience, work quality, safety, or other considerations.
Contracting agency means the State department of transportation (State DOT), and any State or local government agency, public-private partnership, or Indian tribe (as defined in 2 CFR part 200) that is the acting under the supervision of the State DOT and is awarding and administering an Indefinite Delivery/Indefinite Quantity (ID/IQ) contract.
ID/IQ means a method of contracting that allows an indefinite quantity of services for a fixed time. This method is used when a contracting agency anticipates a recurring need but has not determined, above a specified minimum, the precise quantities of services that it will require during the contract period. Contractors bid unit prices for estimated quantities of standard work items, and work orders are used to define the location and quantities for specific work.
ID/IQ contract means the principal contract between the contracting agency and the contractor. Contracting agencies may use other names for ID/IQ contracts including job order contracting (JOC) contracts, master contracts, on-call contracts, push-button contracts, design-build ID/IQ contracts, design-build push button contracts, stand-by contracts, or task order contracts.
JOC, or Job order contracting, means a form of ID/IQ contracting that uses a unit price book in the solicitation and the bidder's adjustment factors or multipliers to establish contract prices.
JOC contract means a type of ID/IQ contract delivered using the JOC method. Requirements for ID/IQ contracts apply to JOC contracts unless otherwise specified in this subpart.
NEPA process has the same meaning as defined in § 635.502 of this part.
Unit price book means a book, guide, list, or similar document which includes defined construction tasks, and for each task, includes a unit of measure and a preset unit price.
Work order means the contract document issued for a definite scope of work under an ID/IQ contract. It defines the location, time, and scope of work required by the contracting agency. It also defines required pay items, quantities, and unit prices, as applicable. Contracting agencies may use other names for work orders including job orders, service orders, task orders, or task work orders.
§ 635.603 Applicability.
(a) Except as provided in paragraph (b) of this section, the provisions of this subpart apply to all Federal-aid construction projects.
(b) This subpart does not apply to engineering and design service contracts, to which 23 CFR part 172 applies, or Federal Lands Highway contracts, to which 48 CFR subpart 16.5 applies.
§ 635.604 ID/IQ Requirements.
(a) Procurement requirements.
(1) The contracting agency may procure the ID/IQ contract using applicable State or local competitive selection procurement procedures if those procedures:
(i) Comply with this section;
(ii) Are effective in securing competition; and
(iii) Do not conflict with applicable Federal laws and regulations.
(2) The solicitation for an ID/IQ contract shall state the procedures and criteria the contracting agency will use to award the ID/IQ contract.
(3) In addition to the requirements set forth under (a)(2), the ID/IQ contract, and any solicitation for an ID/IQ contract, must:
(i) Specify the period of the contract, including the number of optional contract extensions and the period for which the contracting agency may extend the contract under each optional extension.
(ii) Specify the basis, such as a published index, and procedure to be used for adjusting prices for optional contract extensions when optional contract extensions are included. Negotiated contract price adjustments for optional contract extensions are not eligible for Federal-aid participation.
(iii) Specify the estimated quantity or value of services the contracting agency anticipates it may acquire under the contract, either on an annual basis or over the entire initial term of the ID/IQ contract.
(iv) Include appropriate statements of work, specifications, or other descriptions that reasonably and accurately describe the general scope, nature, complexity, and purpose of the services the contracting agency will acquire under the contract.
(v) State the procedures that the contracting agency will use in issuing work orders, and, if multiple awards may be made, state the procedures and selection criteria that the contracting agency will use to provide awardees a fair opportunity to be considered for each work order.
(vi) Include the contracting agency's dispute resolution procedures available to awardees if multiple awards may be made.
(4) In addition to the requirements set forth under (a)(3), a JOC contract shall:
(i) Use a unit price book to contain or reference the information described under (a)(3)(iv).
(ii) Include the unit price book both in the contract and the solicitation.
(iii) Include prices adjusted by the contractor's adjustment factors or multipliers for each item in the unit price book.
(5) The contracting agency's procurement procedures may include selection of one or multiple contractors based on competitive low bid or best value selection under a single solicitation. For contracts awarded to multiple contractors under a single solicitation, the issuance of work orders must be based on lowest cost or lowest cost plus time to the government for the specified work. Work orders shall not be issued to contractors on a rotating basis or other non-competitive method.
(6) The sum of the duration of the initial ID/IQ contract and any optional contract extensions shall not exceed five years. The contracting agency may include a provision in the ID/IQ contract to exercise an option or options to extend the contract for a term or terms such that the duration of each optional contract extension does not exceed the initial duration of the ID/IQ contract.
(i) Prior to granting a contract extension, the contracting agency must receive concurrence from the Division Administrator.
(ii) For ID/IQ contracts where prevailing wages apply under 23 U.S.C. 113, the current prevailing wage rate determination as determined by the U.S. Department of Labor in effect on the date of the execution of the contract extension shall apply to work covered under the contract extension.
(iii) For ID/IQ contracts exceeding one year in duration, the contracting agency may use price escalation methods, such as referring to a published index, to adjust the payment for items of work in the issuance of work orders. Such price escalation methods, however, shall not be applied to items of work when those items are separately covered under commodity price escalation clauses in the ID/IQ contract.
(7) Contracting agency payment to a contractor to satisfy a minimum award provision that is not supported by eligible work is not eligible for Federal-aid participation.
(b) Participation by disadvantaged business enterprises. The requirements of 49 CFR part 26 and the State's approved Disadvantaged Business Enterprise (DBE) plan apply to ID/IQ contracts. At the option of the State DOT, DBE contract or project goal setting and goal attainment may apply to ID/IQ contracts in their entirety, or to individual work orders for ID/IQ contracts with single or multiple awards, or both. The solicitation for ID/IQ contracts shall specify the applicable requirements.
(c) Subcontracting. At the option of the State DOT, the minimum prime contractor participation requirement set forth at § 635.116 may be applied over the entirety of the ID/IQ contract or applied to each individual work order. The solicitation shall specify the applicable requirements.
(d) Liquidated damages. When a contracting agency's processes or procedures use project cost to establish the assessed rate of liquidated damages under § 635.127, the work order cost shall be used to determine the rate when liquidated damages are assessed.
(e) Applicable State procedures. Nothing in this subpart shall be construed as prohibiting a State DOT from adopting more restrictive policies and procedures than contained herein regarding ID/IQ contracts.
[85 FR 72932, Nov. 16, 2020, as amended at 87 FR 67558, Nov. 9, 2022]
§ 635.605 Approvals and authorizations.
(a) Advertisement, award, and the relationship to NEPA.
(1) The solicitation for an ID/IQ contract may identify all, some, or none of the specific locations where construction is to be required under the ID/IQ contract.
(2) With prior concurrence of the Division Administrator, the contracting agency may advertise the solicitation for an ID/IQ contract prior to the completion of the NEPA process.
(3) With prior concurrence of the Division Administrator, the contracting agency may award an ID/IQ contract prior to the completion of the NEPA process.
(4) An authorization to proceed, or formal project agreement under § 630.106 of this chapter for an ID/IQ contract, shall not be issued or executed for final design or physical construction for work until the NEPA process has been completed for said work. An authorization or agreement under this paragraph may apply to work in multiple locations.
(5) With the approval of the Division Administrator, the formal project agreement under § 630.106 of this chapter for final design or physical construction under an ID/IQ contract may be amended as necessary as additional work locations are identified and the NEPA process is completed for the additional work locations.
(6) The agreement estimate for final design or physical construction required for an ID/IQ contract under § 635.115 shall not exceed the actual or best estimated costs of items necessary to complete the scope of work considered in applicable work orders and in the completed NEPA processes as described in paragraphs (4) and (5) of this subsection. The estimate shall be adjusted as necessary as set forth under § 630.106(a)(4) of this chapter.
(b) Federal participation.
(1) Subject to the requirements in this subpart, the contracting agency may request Federal participation in the costs associated with an ID/IQ contract, or portion of a contract. In such cases, FHWA's construction contracting requirements will apply to all ID/IQ contract work orders if any ID/IQ contract work orders are funded with Title 23, U.S.C. funds. Any expenses incurred before FHWA authorization shall not be eligible for reimbursement except as may be determined in accordance with § 1.9 of this chapter.
(2) The applicable Federal share for each work order shall be specified in the relevant project agreement.
§ 635.606 ID/IQ procedures.
(a) FHWA approval. The State DOT shall submit its proposed ID/IQ procurement procedures to the Division Administrator for review and approval. Following approval by the Division Administrator, any subsequent changes in procedures and requirements shall also be subject to approval by the Division Administrator before they are implemented. Other contracting agencies may follow approved State DOT procedures in their State or their own procedures if approved by both the State DOT and FHWA. The Division Administrator's approval of ID/IQ procurement procedures may not be delegated or assigned to the State DOT.
(b) Competition. ID/IQ procurement procedures shall effectively secure competition in the judgment of the Division Administrator.
(c) Procurement requirements. ID/IQ procurement procedures shall include the following procedures and responsibilities:
(1) Review and approval of ID/IQ solicitations;
(2) Review and approval of work item descriptions and specifications;
(3) Approval to advertise solicitations;
(4) Concurrence with ID/IQ contract awards to single or multiple contractors;
(5) Approval of and amendments to formal project agreements and authorizations to proceed pursuant to § 630.106 of this chapter;
(6) Issuance of work orders;
(7) Approval of and amendments to agreement estimates pursuant to § 635.115;
(8) Changed conditions clauses;
(9) Approval of contract changes and extra work pursuant to § 635.120; and
(10) Other procedures as needed to ensure compliance with other requirements in this subpart and under Title 23, U.S.C. and its implementing regulations and 49 CFR part 26.
(d) Design-build and ID/IQ. Subject to the approval of the Division Administrator, as described in § 635.606(a), contracting agencies may incorporate the design-build contracting method with ID/IQ contracts. In addition to the requirements of this section, the contracting agency shall include procedures as needed to ensure compliance with part 636 of this chapter and related requirements.
PART 636 DESIGN-BUILD CONTRACTING
Authority: Sec. 1503 of Pub. L. 109-59, 119 Stat. 1144; Sec. 1307 of Pub. L. 105-178, 112 Stat. 107; 23 U.S.C. 101, 109, 112, 113, 114, 115, 119, 128, and 315; 49 CFR 1.48(b).
Source: 67 FR 75926, Dec. 10, 2002, unless otherwise noted.
Subpart A General
§ 636.101 What does this part do?
This part describes the FHWA's policies and procedures for approving design-build projects financed under title 23, United States Code (U.S.C.). This part satisfies the requirement of section 1307(c) of the Transportation Equity Act for the 21st Century (TEA-21), enacted on June 9, 1998. The contracting procedures of this part apply to all design-build project funded under title 23, U.S.C.
§ 636.102 Does this part apply to me?
(a) This part uses a plain language format to make the rule easier for the general public and business community to use. The section headings and text, often in the form of questions and answers, must be read together.
(b) Unless otherwise noted, the pronoun “you” means the primary recipient of Federal-aid highway funds, the State Transportation Department (STD). Where the STD has an agreement with a local public agency (or other governmental agency) to administer a Federal-aid design-build project, the term “you” will also apply to that contracting agency.
§ 636.103 What are the definitions of terms used in this part?
Unless otherwise specified in this part, the definitions in 23 U.S.C. 101(a) are applicable to this part. Also, the following definitions are used:
Adjusted low bid means a form of best value selection in which qualitative aspects are scored on a 0 to 100 scale expressed as a decimal; price is then divided by qualitative score to yield an “adjusted bid” or “price per quality point.” Award is made to offeror with the lowest adjusted bid.
Best value selection means any selection process in which proposals contain both price and qualitative components and award is based upon a combination of price and qualitative considerations.
Clarifications means a written or oral exchange of information which takes place after the receipt of proposals when award without discussions is contemplated. The purpose of clarifications is to address minor or clerical revisions in a proposal.
Communications are exchanges, between the contracting agency and offerors, after receipt of proposals, which lead to the establishment of the competitive range.
Competitive acquisition means an acquisition process which is designed to foster an impartial and comprehensive evaluation of offerors' proposals, leading to the selection of the proposal representing the best value to the contracting agency.
Competitive range means a list of the most highly rated proposals based on the initial proposal rankings. It is based on the rating of each proposal against all evaluation criteria.
Contracting agency means the public agency awarding and administering a design-build contract. The contracting agency may be the STD or another State or local public agency.
Deficiency means a material failure of a proposal to meet a contracting agency requirement or a combination of significant weaknesses in a proposal that increases the risk of unsuccessful contract performance to an unacceptable level.
Design-bid-build means the traditional project delivery method where design and construction are sequential steps in the project development process.
Design-build contract means an agreement that provides for design and construction of improvements by a contractor or private developer. The term encompasses design-build-maintain, design-build-operate, design-build-finance and other contracts that include services in addition to design and construction. Franchise and concession agreements are included in the term if they provide for the franchisee or concessionaire to develop the project which is the subject of the agreement.
Design-builder means the entity contractually responsible for delivering the project design and construction.
Discussions mean written or oral exchanges that take place after the establishment of the competitive range with the intent of allowing the offerors to revise their proposals.
Final design means any design activities following preliminary design and expressly includes the preparation of final construction plans and detailed specifications for the performance of construction work.
Fixed price/best design means a form of best value selection in which contract price is established by the owner and stated in the Request for Proposals document. Design solutions and other qualitative factors are evaluated and rated, with award going to the firm offering the best qualitative proposal for the established price.
Intelligent Transportation System (ITS) services means services which provide for the acquisition of technologies or systems of technologies (e.g., computer hardware or software, traffic control devices, communications link, fare payment system, automatic vehicle location system, etc.) that provide or contribute to the provision of one or more ITS user services as defined in the National ITS Architecture.
Modified design-build means a variation of design-build in which the contracting agency furnishes offerors with partially complete plans. The design-builders role is generally limited to the completion of the design and construction of the project.
Organizational conflict of interest means that because of other activities or relationships with other persons, a person is unable or potentially unable to render impartial assistance or advice to the owner, or the person's objectivity in performing the contract work is or might be otherwise impaired, or a person has an unfair competitive advantage.
Preliminary design defines the general project location and design concepts. It includes, but is not limited to, preliminary engineering and other activities and analyses, such as environmental assessments, topographic surveys, metes and bounds surveys, geotechnical investigations, hydrologic analysis, hydraulic analysis, utility engineering, traffic studies, financial plans, revenue estimates, hazardous materials assessments, general estimates of the types and quantities of materials, and other work needed to establish parameters for the final design. Prior to completion of the NEPA review process, any such preliminary engineering and other activities and analyses must not materially affect the objective consideration of alternatives in the NEPA review process.
Prequalification means the contracting agency's process for determining whether a firm is fundamentally qualified to compete for a certain project or class of projects. The prequalification process may be based on financial, management and other types of qualitative data. Prequalification should be distinguished from short listing.
Price proposal means the price submitted by the offeror to provide the required design and construction services.
Price reasonableness means the determination that the price of the work for any project or series of projects is not excessive and is a fair and reasonable price for the services to be performed.
Proposal modification means a change made to a proposal before the solicitation closing date and time, or made in response to an amendment, or made to correct a mistake at any time before award.
Proposal revision means a change to a proposal made after the solicitation closing date, at the request of or as allowed by a contracting officer, as the result of negotiations.
Public-private agreement means an agreement between a public agency and a private party involving design and construction of transportation improvements by the private party to be paid for in whole or in part by Federal-aid highway funds. The agreement may also provide for project financing, at-risk equity investment, operations, or maintenance of the project.
Qualified project means any design-build project (including intermodal projects) funded under Title 23, United States Code, which meets the requirements of this part and for which the contracting agency deems to be appropriate on the basis of project delivery time, cost, construction schedule, or quality.
Request for Proposals (RFP) means the document that describes the procurement process, forms the basis for the final proposals and may potentially become an element in the contract.
Request for Qualification (RFQ) means the document issued by the owner in Phase I of the two-phased selection process. It typically describes the project in enough detail to let potential offerors determine if they wish to compete and forms the basis for requesting qualifications submissions from which the most highly qualified offerors can be identified.
Short listing means the narrowing of the field of offerors through the selection of the most qualified offerors who have responded to an RFQ.
Single-phase selection process means a procurement process where price and/or technical proposals are submitted in response to an RFP. Short listing is not used.
Solicitation means a public notification of an owner's need for information, qualifications, or proposals related to identified services.
Stipend means a monetary amount sometimes paid to unsuccessful offerors.
Technical proposal means that portion of a design-build proposal which contains design solutions and other qualitative factors that are provided in response to the RFP document.
Tradeoff means an analysis technique involving a comparison of price and non-price factors to determine the best value when considering the selection of other than the lowest priced proposal.
Two-phase selection process means a procurement process in which the first phase consists of short listing (based on qualifications submitted in response to an RFQ) and the second phase consists of the submission of price and technical proposals in response to an RFP.
Weakness means a flaw in the proposal that increases the risk of unsuccessful contract performance. A significant weakness in the proposal is a flaw that appreciably increases the risk of unsuccessful contract performance.
Weighted criteria process means a form of best value selection in which maximum point values are pre-established for qualitative and price components, and award is based upon high total points earned by the offerors.
[67 FR 75926, Dec. 10, 2002, as amended at 72 FR 45336, Aug. 14, 2007]
§ 636.104 Does this part apply to all Federal-aid design-build projects?
The provisions of this part apply to all Federal-aid design-build projects within the highway right-of-way or linked to a Federal-aid highway project (i.e., the project would not exist without another Federal-aid highway project). Projects that are not located within the highway right-of-way, and not linked to a Federal-aid highway project may utilize State-approved procedures.
§ 636.105 Is the FHWA requiring the use of design-build?
No, the FHWA is neither requiring nor promoting the use of the design-build contracting method. The design-build contracting technique is optional.
§ 636.106 [Reserved]
§ 636.107 May contracting agencies use geographic preference in Federal-aid design-build or public-private partnership projects?
No. Contracting agencies must not use geographic preferences (including contractual provisions, preferences or incentives for hiring, contracting, proposing, or bidding) on Federal-aid highway projects, even though the contracting agency may be subject to statutorily or administratively imposed in-State or local geographical preferences in the evaluation and award of such projects.
[72 FR 45336, Aug. 14, 2007]
§ 636.108 [Reserved]
§ 636.109 How does the NEPA process relate to the design-build procurement process?
The purpose of this section is to ensure that there is an objective NEPA process, that public officials and citizens have the necessary environmental impact information for federally funded actions before actions are taken, and that design-build proposers do not assume an unnecessary amount of risk in the event the NEPA process results in a significant change in the proposal, and that the amount payable by the contracting agency to the design-builder does not include significant contingency as the result of risk placed on the design-builder associated with significant changes in the project definition arising out of the NEPA process. Therefore, with respect to the design-build procurement process:
(a) The contracting agency may:
(1) Issue an RFQ prior to the conclusion of the NEPA process as long as the RFQ informs proposers of the general status of NEPA review;
(2) Issue an RFP after the conclusion of the NEPA process;
(3) Issue an RFP prior to the conclusion of the NEPA process as long as the RFP informs proposers of the general status of the NEPA process and that no commitment will be made as to any alternative under evaluation in the NEPA process, including the no-build alternative;
(4) Proceed with the award of a design-build contract prior to the conclusion of the NEPA process;
(5) Issue notice to proceed with preliminary design pursuant to a design-build contract that has been awarded prior to the completion of the NEPA process; and
(6) Allow a design-builder to proceed with final design and construction for any projects, or portions thereof, for which the NEPA process has been completed.
(b) If the contracting agency proceeds to award a design-build contract prior to the conclusion of the NEPA process, then:
(1) The contracting agency may permit the design-builder to proceed with preliminary design;
(2) The contracting agency may permit any design and engineering activities to be undertaken for the purposes of defining the project alternatives and completing the NEPA alternatives analysis and review process; complying with other related environmental laws and regulations; supporting agency coordination, public involvement, permit applications, or development of mitigation plans; or developing the design of the preferred alternative to a higher level of detail when the lead agencies agree that it is warranted in accordance with 23 U.S.C. 139(f)(4)(D);
(3) The design-build contract must include appropriate provisions preventing the design-builder from proceeding with final design activities and physical construction prior to the completion of the NEPA process (contract hold points or another method of issuing multi-step approvals must be used);
(4) The design-build contract must include appropriate provisions ensuring that no commitments are made to any alternative being evaluated in the NEPA process and that the comparative merits of all alternatives presented in the NEPA document, including the no-build alternative, will be evaluated and fairly considered;
(5) The design-build contract must include appropriate provisions ensuring that all environmental and mitigation measures identified in the NEPA document will be implemented;
(6) The design-builder must not prepare the NEPA document or have any decisionmaking responsibility with respect to the NEPA process;
(7) Any consultants who prepare the NEPA document must be selected by and subject to the exclusive direction and control of the contracting agency;
(8) The design-builder may be requested to provide information about the project and possible mitigation actions, and its work product may be considered in the NEPA analysis and included in the record; and
(9) The design-build contract must include termination provisions in the event that the no-build alternative is selected.
(c) The contracting agency must receive prior FHWA concurrence before issuing the RFP, awarding a design-build contract and proceeding with preliminary design work under the design-build contract. Should the contracting agency proceed with any of the activities specified in this section before the completion of the NEPA process (with the exception of preliminary design, as provided in paragraph (d) of this section), the FHWA's concurrence merely constitutes the FHWA approval that any such activities complies with Federal requirements and does not constitute project authorization or obligate Federal funds.
(d) The FHWA's authorization and obligation of preliminary engineering and other preconstruction funds prior to the completion of the NEPA process is limited to preliminary design and such additional activities as may be necessary to complete the NEPA process. After the completion of the NEPA process, the FHWA may issue an authorization to proceed with final design and construction and obligate Federal funds for such purposes.
[72 FR 45337, Aug. 14, 2007]
§ 636.110 What procedures may be used for solicitations and receipt of proposals?
You may use your own procedures for the solicitation and receipt of proposals and information including the following:
(a) Exchanges with industry before receipt of proposals;
(b) RFQ, RFP and contract format;
(c) Solicitation schedules;
(d) Lists of forms, documents, exhibits, and other attachments;
(e) Representations and instructions;
(f) Advertisement and amendments;
(g) Handling proposals and information; and
(h) Submission, modification, revisions and withdrawal of proposals.
§ 636.111 Can oral presentations be used during the procurement process?
(a) Yes, the use of oral presentations as a substitute for portions of a written proposal can be effective in streamlining the source selection process. Oral presentations may occur at any time in the acquisition process, however, you must comply with the appropriate State procurement integrity standards.
(b) Oral presentations may substitute for, or augment, written information. You must maintain a record of oral presentations to document what information you relied upon in making the source selection decision. You may decide the appropriate method and level of detail for the record (e.g., videotaping, audio tape recording, written record, contracting agency notes, copies of offeror briefing slides or presentation notes). A copy of the record should be placed in the contract file and may be provided to offerors upon request.
§ 636.112 May stipends be used?
At your discretion, you may elect to pay a stipend to unsuccessful offerors who have submitted responsive proposals. The decision to do so should be based on your analysis of the estimated proposal development costs and the anticipated degree of competition during the procurement process.
§ 636.113 Is the stipend amount eligible for Federal participation?
(a) Yes, stipends are eligible for Federal-aid participation. Stipends are recommended on large projects where there is substantial opportunity for innovation and the cost of submitting a proposal is significant. On such projects, stipends are used to:
(1) Encourage competition;
(2) Compensate unsuccessful offerors for a portion of their costs (usually one-third to one-half of the estimated proposal development cost); and
(3) Ensure that smaller companies are not put at a competitive disadvantage.
(b) Unless prohibited by State law, you may retain the right to use ideas from unsuccessful offerors if they accept stipends. If stipends are used, the RFP should describe the process for distributing the stipend to qualifying offerors. The acceptance of any stipend must be optional on the part of the unsuccessful offeror to the design-build proposal.
(c) If you intend to incorporate the ideas from unsuccessful offerors into the same contract on which they unsuccessfully submitted a proposal, you must clearly provide notice of your intent to do so in the RFP.
[67 FR 75926, Dec. 10, 2002, as amended at 73 FR 77502, Dec. 19, 2008]
§ 636.114 What factors should be considered in risk allocation?
(a) You may consider, identify, and allocate the risks in the RFP document and define these risks in the contract. Risk should be allocated with consideration given to the party who is in the best position to manage and control a given risk or the impact of a given risk.
(b) Risk allocation will vary according to the type of project and location, however, the following factors should be considered:
(1) Governmental risks, including the potential for delays, modifications, withdrawal, scope changes, or additions that result from multi-level Federal, State, and local participation and sponsorship;
(2) Regulatory compliance risks, including environmental and third-party issues, such as permitting, railroad, and utility company risks;
(3) Construction phase risks, including differing site conditions, traffic control, interim drainage, public access, weather issues, and schedule;
(4) Post-construction risks, including public liability and meeting stipulated performance standards; and
(5) Right-of-way risks including acquisition costs, appraisals, relocation delays, condemnation proceedings, including court costs and others.
§ 636.115 May I meet with industry to gather information concerning the appropriate risk allocation strategies?
(a) Yes, information exchange at an early project stage is encouraged if it facilitates your understanding of the capabilities of potential offerors. However, any exchange of information must be consistent with State procurement integrity requirements. Interested parties include potential offerors, end users, acquisition and supporting personnel, and others involved in the conduct or outcome of the acquisition.
(b) The purpose of exchanging information is to improve the understanding of your requirements and industry capabilities, thereby allowing potential offerors to judge whether or how they can satisfy your requirements, and enhancing your ability to obtain quality supplies and services, including construction, at reasonable prices, and increase efficiency in proposal preparation, proposal evaluation, negotiation, and contract award.
(c) An early exchange of information can identify and resolve concerns regarding the acquisition strategy, including proposed contract type, terms and conditions, and acquisition planning schedules. This also includes the feasibility of the requirement, including performance requirements, statements of work, and data requirements; the suitability of the proposal instructions and evaluation criteria, including the approach for assessing past performance information; the availability of reference documents; and any other industry concerns or questions. Some techniques to promote early exchanges of information are as follows:
(1) Industry or small business conferences;
(2) Public hearings;
(3) Market research;
(4) One-on-one meetings with potential offerors (any meetings that are substantially involved with potential contract terms and conditions should include the contracting officer; also see paragraph (e) of this section regarding restrictions on disclosure of information);
(5) Presolicitation notices;
(6) Draft RFPs;
(7) Request for Information (RFI) ;
(8) Presolicitation or preproposal conferences; and
(9) Site visits.
(d) RFIs may be used when you do not intend to award a contract, but want to obtain price, delivery, other market information, or capabilities for planning purposes. Responses to these notices are not offers and cannot be accepted to form a binding contract. There is no required format for an RFI.
(e) When specific information about a proposed acquisition that would be necessary for the preparation of proposals is disclosed to one or more potential offerors, that information shall be made available to all potential offerors as soon as practicable, but no later than the next general release of information, in order to avoid creating an unfair competitive advantage. Information provided to a particular offeror in response to that offeror's request must not be disclosed if doing so would reveal the potential offeror's confidential business strategy. When a presolicitation or preproposal conference is conducted, materials distributed at the conference should be made available to all potential offerors, upon request.
§ 636.116 What organizational conflict of interest requirements apply to design-build projects?
(a) State statutes or policies concerning organizational conflict of interest should be specified or referenced in the design-build RFQ or RFP document as well as any contract for engineering services, inspection or technical support in the administration of the design-build contract. All design-build solicitations should address the following situations as appropriate:
(1) Consultants and/or sub-consultants who assist the owner in the preparation of a RFP document will not be allowed to participate as an offeror or join a team submitting a proposal in response to the RFP. However, a contracting agency may determine there is not an organizational conflict of interest for a consultant or sub-consultant where:
(i) The role of the consultant or sub-consultant was limited to provision of preliminary design, reports, or similar “low-level” documents that will be incorporated into the RFP, and did not include assistance in development of instructions to offerors or evaluation criteria, or
(ii) Where all documents and reports delivered to the agency by the consultant or sub-consultant are made available to all offerors.
(2) All solicitations for design-build contracts, including related contracts for inspection, administration or auditing services, must include a provision which:
(i) Directs offerors attention to this subpart;
(ii) States the nature of the potential conflict as seen by the owner;
(iii) States the nature of the proposed restraint or restrictions (and duration) upon future contracting activities, if appropriate;
(iv) Depending on the nature of the acquisition, states whether or not the terms of any proposed clause and the application of this subpart to the contract are subject to negotiation; and
(v) Requires offerors to provide information concerning potential organizational conflicts of interest in their proposals. The apparent successful offerors must disclose all relevant facts concerning any past, present or currently planned interests which may present an organizational conflict of interest. Such firms must state how their interests, or those of their chief executives, directors, key project personnel, or any proposed consultant, contractor or subcontractor may result, or could be viewed as, an organizational conflict of interest. The information may be in the form of a disclosure statement or a certification.
(3) Based upon a review of the information submitted, the owner should make a written determination of whether the offeror's interests create an actual or potential organizational conflict of interest and identify any actions that must be taken to avoid, neutralize, or mitigate such conflict. The owner should award the contract to the apparent successful offeror unless an organizational conflict of interest is determined to exist that cannot be avoided, neutralized, or mitigated.
(b) The organizational conflict of interest provisions in this subpart provide minimum standards for STDs to identify, mitigate or eliminate apparent or actual organizational conflicts of interest. To the extent that State-developed organizational conflict of interest standards are more stringent than that contained in this subpart, the State standards prevail.
(c) If the NEPA process has been completed prior to issuing the RFP, the contracting agency may allow a consultant or subconsultant who prepared the NEPA document to submit a proposal in response to the RFP.
(d) If the NEPA process has not been completed prior to issuing the RFP, the contracting agency may allow a subconsultant to the preparer of the NEPA document to participate as an offeror or join a team submitting a proposal in response to the RFP only if the contracting agency releases such subconsultant from further responsibilities with respect to the preparation of the NEPA document.
[67 FR 75926, Dec. 10, 2002, as amended at 72 FR 45337, Aug. 14, 2007]
§ 636.117 What conflict of interest standards apply to individuals who serve as selection team members for the owner?
State laws and procedures governing improper business practices and personal conflicts of interest will apply to the owner's selection team members. In the absence of such State provisions, the requirements of 48 CFR Part 3, Improper Business Practices and Personal Conflicts of Interest, will apply to selection team members.
§ 636.118 Is team switching allowed after contract award?
Where the offeror's qualifications are a major factor in the selection of the successful design-builder, team member switching (adding or switching team members) is discouraged after contract award. However, the owner may use its discretion in reviewing team changes or team enhancement requests on a case-by-case basis. Specific project rules related to changes in team members or changes in personnel within teams should be explicitly stated by the STD in all project solicitations.
§ 636.119 How does this part apply to a project developed under a public-private partnership?
(a) In order for a project being developed under a public-private agreement to be eligible for Federal-aid funding (including traditional Federal-aid funds, direct loans, loan guarantees, lines of credit, or some other form of credit assistance), the contracting agency must have awarded the contract to the public-private entity through a competitive process that complies with applicable State and local laws.
(b) If a contracting agency wishes to utilize traditional Federal-aid funds in a project under a public-private agreement, the applicability of Federal-aid procurement procedures will depend on the nature of the public-private agreement.
(1) If the public-private agreement establishes price, then all subsequent contracts executed by the developer are considered to be subcontracts and are not subject to Federal-aid procurement requirements.
(2) If the public-private agreement does not establish price, the developer is considered to be an agent of the owner, and the developer must follow the appropriate Federal-aid procurement requirements (23 CFR part 172 for engineering service contracts, 23 CFR part 635 for construction contracts and the requirements of this part for design-build contracts) for all prime contracts (not subcontracts).
(c) The STD must ensure such public-private projects comply with all non-procurement requirements of 23 U. S. Code, regardless of the form of the FHWA funding (traditional Federal-aid funding or credit assistance). This includes compliance with all FHWA policies such as environmental and right-of-way requirements and compliance with such construction contracting requirements as Buy America, Davis-Bacon minimum wage rate requirements, for federally funded construction or design-build contracts under the public-private agreement.
[67 FR 75926, Dec. 10, 2002, as amended at 72 FR 45337, Aug. 14, 2007]
Subpart B Selection Procedures, Award Criteria
§ 636.201 What selection procedures and award criteria may be used?
You should consider using two-phase selection procedures for all design-build projects. However, if you do not believe two-phase selection procedures are appropriate for your project (based on the criteria in § 636.202), you may use a single phase selection procedure or the modified-design-build contracting method. The following procedures are available:
Selection procedure | Criteria for using a selection procedure | Award criteria options
(a) Two-Phase Selection Procedures (RFQ followed by RFP) | § 636.202 | Lowest price, Adjusted low-bid (price per quality point), meets criteria/low bid, weighted criteria process, fixed price/best design, best value.
(b) Single Phase (RFP) | Project not meeting the criteria in § 636.202 | All of the award criteria in item (a) of this table.
(c) Modified Design-Build (may be one or two phases) | Any project | Lowest price technically acceptable.
§ 636.202 When are two-phase design-build selection procedures appropriate?
You may consider the following criteria in deciding whether two-phase selection procedures are appropriate. A negative response may indicate that two-phase selection procedures are not appropriate.
(a) Are three or more offers anticipated?
(b) Will offerors be expected to perform substantial design work before developing price proposals?
(c) Will offerors incur a substantial expense in preparing proposals?
(d) Have you identified and analyzed other contributing factors, including:
(1) The extent to which you have defined the project requirements?
(2) The time constraints for delivery of the project?
(3) The capability and experience of potential contractors?
(4) Your capability to manage the two-phase selection process?
(5) Other criteria that you may consider appropriate?
§ 636.203 What are the elements of two-phase selection procedures for competitive proposals?
The first phase consists of short listing based on a RFQ. The second phase consists of the receipt and evaluation of price and technical proposals in response to a RFP.
§ 636.204 What items may be included in a phase-one solicitation?
You may consider including the following items in any phase-one solicitation:
(a) The scope of work;
(b) The phase-one evaluation factors and their relative weights, including:
(1) Technical approach (but not detailed design or technical information);
(2) Technical qualifications, such as—
(i) Specialized experience and technical competence;
(ii) Capability to perform (including key personnel); and
(iii) Past performance of the members of the offeror's team (including the architect-engineer and construction members);
(3) Other appropriate factors (excluding cost or price related factors, which are not permitted in phase-one);
(c) Phase-two evaluation factors; and
(d) A statement of the maximum number of offerors that will be short listed to submit phase-two proposals.
§ 636.205 Can past performance be used as an evaluation criteria?
(a) Yes, past performance information is one indicator of an offeror's ability to perform the contract successfully. Past performance information may be used as an evaluation criteria in either phase-one or phase-two solicitations. If you elect to use past performance criteria, the currency and relevance of the information, source of the information, context of the data, and general trends in contractor's performance may be considered.
(b) Describe your approach for evaluating past performance in the solicitation, including your policy for evaluating offerors with no relevant performance history. You should provide offerors an opportunity to identify past or current contracts (including Federal, State, and local government and private) for efforts similar to the current solicitation.
(c) If you elect to request past performance information, the solicitation should also authorize offerors to provide information on problems encountered on the identified contracts and the offeror's corrective actions. You may consider this information, as well as information obtained from any other sources, when evaluating the offeror's past performance. You may use your discretion in determining the relevance of similar past performance information.
(d) The evaluation should take into account past performance information regarding predecessor companies, key personnel who have relevant experience, or subcontractors that will perform major or critical aspects of the requirement when such information is relevant to the current acquisition.
§ 636.206 How do I evaluate offerors who do not have a record of relevant past performance?
In the case of an offeror without a record of relevant past performance or for whom information on past performance is not available, the offeror may not be evaluated favorably or unfavorably on past performance.
§ 636.207 Is there a limit on short listed firms?
Normally, three to five firms are short listed, however, the maximum number specified shall not exceed five unless you determine, for that particular solicitation, that a number greater than five is in your interest and is consistent with the purposes and objectives of two-phase design-build contracting.
§ 636.208 May I use my existing prequalification procedures with design-build contracts?
Yes, you may use your existing prequalification procedures for either construction or engineering design firms as a supplement to the procedures in this part.
§ 636.209 What items must be included in a phase-two solicitation?
(a) You must include the requirements for technical proposals and price proposals in the phase-two solicitation. All factors and significant subfactors that will affect contract award and their relative importance must be stated clearly in the solicitation. Use your own procedures for the solicitation as long as it complies the requirements of this part.
(b)(1) At your discretion, you may allow proposers to submit alternative technical concepts (ATCs) in their proposals if:
(i) The ATCs:
(A) Provide an equal or better solution; and
(B) Do not conflict with criteria agreed upon in the environmental decisionmaking process; and
(ii) The RFP document clearly describes your:
(A) Requirements for ATC content, submission, and review;
(B) Procedures for confidential meetings (if used); and
(C) Methods for evaluating ATCs in the proposal review process.
(2) You must maintain the confidentiality of ATCs, except to the extent that disclosure is necessary to maintain compliance with Federal or State permitting and other legal requirements necessary for the delivery of the project. When disclosure is necessary, you must revise the RFP documents by releasing the minimal amount of information necessary to ensure:
(i) Compliance with Federal or State permitting and other legal requirements; and
(ii) All proposers are aware of the revised RFP requirements.
[67 FR 75926, Dec. 10, 2002, as amended at 79 FR 8266, Feb. 12, 2014]
§ 636.210 What requirements apply to projects which use the modified design-build procedure?
(a) Modified design-build selection procedures (lowest price technically acceptable source selection process) may be used for any project.
(b) The solicitation must clearly state the following:
(1) The identification of evaluation factors and significant subfactors that establish the requirements of acceptability.
(2) That award will be made on the basis of the lowest evaluated price of proposals meeting or exceeding the acceptability standards for non-cost factors.
(c) The contracting agency may forgo a short listing process and advertise for the receipt of proposals from all responsible offerors. The contract is then awarded to the lowest responsive bidder.
(d) Tradeoffs are not permitted, however, you may incorporate cost-plus-time bidding procedures (A + B bidding), lane rental, or other cost-based provisions in such contracts.
(e) Proposals are evaluated for acceptability but not ranked using the non-cost/price factors.
(f) Exchanges may occur (see subpart D of this part).
§ 636.211 When and how should tradeoffs be used?
(a) At your discretion, you may consider the tradeoff technique when it is desirable to award to other than the lowest priced offeror or other than the highest technically rated offeror.
(b) If you use a tradeoff technique, the following apply:
(1) All evaluation factors and significant subfactors that will affect contract award and their relative importance must be clearly stated in the solicitation; and
(2) The solicitation must also state, at a minimum, whether all evaluation factors other than cost or price, when combined, are—
(i) Significantly more important than cost or price; or
(ii) Approximately equal to cost or price; or
(iii) Significantly less important than cost or price.
[67 FR 75926, Dec. 10, 2002; 68 FR 7922, Feb. 19, 2003]
§ 636.212 To what extent must tradeoff decisions be documented?
When tradeoffs are performed, the source selection records must include the following:
(a) An assessment of each offeror's ability to accomplish the technical requirements; and
(b) A summary, matrix, or quantitative ranking, along with appropriate supporting narrative, of each technical proposal using the evaluation factors.
Subpart C Proposal Evaluation Factors
§ 636.301 How should proposal evaluation factors be selected?
(a) The proposal evaluation factors and significant subfactors should be tailored to the acquisition.
(b) Evaluation factors and significant subfactors should:
(1) Represent the key areas of importance and emphasis to be considered in the source selection decision; and
(2) Support meaningful comparison and discrimination between and among competing proposals.
§ 636.302 Are there any limitations on the selection and use of proposal evaluation factors?
(a) The selection of the evaluation factors, significant subfactors and their relative importance are within your broad discretion subject to the following requirements:
(1) You must evaluate price in every source selection where construction is a significant component of the scope of work. However, where the contracting agency elects to release the final RFP and award the design-build contract before the conclusion of the NEPA process (see § 636.109), then the following requirements apply:
(i) It is not necessary to evaluate the total contract price;
(ii) Price must be considered to the extent the contract requires the contracting agency to make any payments to the design-builder for any work performed prior to the completion of the NEPA process and the contracting agency wishes to use Federal-aid highway funds for those activities;
(iii) The evaluation of proposals and award of the contract may be based on qualitative considerations;
(iv) If the contracting agency wishes to use Federal-aid highway funds for final design and construction, the subsequent approval of final design and construction activities will be contingent upon a finding of price reasonableness by the contracting agency;
(v) The determination of price reasonableness for any design-build project funded with Federal-aid highway funds shall be based on at least one of the following methods:
(A) Compliance with the applicable procurement requirements for part 172, 635, or 636, where the contractor providing the final design or construction services, or both, is a person or entity other than the design-builder;
(B) A negotiated price determined on an open-book basis by both the design-builder and contracting agency; or
(C) An independent estimate by the contracting agency based on the price of similar work;
(vi) The contracting agency's finding of price reasonableness is subject to FHWA concurrence.
(2) You must evaluate the quality of the product or service through consideration of one or more non-price evaluation factors. These factors may include (but are not limited to) such criteria as:
(i) Compliance with solicitation requirements;
(ii) Completion schedule (contractual incentives and disincentives for early completion may be used where appropriate); or
(iii) Technical solutions.
(3) At your discretion, you may evaluate past performance, technical experience and management experience (subject to § 636.303(b)).
(b) All factors and significant subfactors that will affect contract award and their relative importance must be stated clearly in the solicitation.
[67 FR 75926, Dec. 10, 2002, as amended at 72 FR 45338, Aug. 14, 2007]
§ 636.303 May pre-qualification standards be used as proposal evaluation criteria in the RFP?
(a) If you use a prequalification procedure or a two-phase selection procedure to develop a short list of qualified offerors, then pre-qualification criteria should not be included as proposal evaluation criteria.
(b) The proposal evaluation criteria should be limited to the quality, quantity, value and timeliness of the product or service being proposed. However, there may be circumstances where it is appropriate to include prequalification standards as proposal evaluation criteria. Such instances include situations where:
(1) The scope of work involves very specialized technical expertise or specialized financial qualifications; or
(2) Where prequalification procedures or two-phase selection procedures are not used (short listing is not performed).
§ 636.304 What process may be used to rate and score proposals?
(a) Proposal evaluation is an assessment of the offeror's proposal and ability to perform the prospective contract successfully. You must evaluate proposals solely on the factors and subfactors specified in the solicitation.
(b) You may conduct evaluations using any rating method or combination of methods including color or adjectival ratings, numerical weights, and ordinal rankings. The relative strengths, deficiencies, significant weaknesses, and risks supporting proposal evaluation must be documented in the contract file.
§ 636.305 Can price information be provided to analysts who are reviewing technical proposals?
Normally, technical and price proposals are reviewed independently by separate evaluation teams. However, there may be occasions where the same experts needed to review the technical proposals are also needed in the review of the price proposals. This may occur where a limited amount of technical expertise is available to review proposals. Price information may be provided to such technical experts in accordance with your procedures.
Subpart D Exchanges
§ 636.401 What types of information exchange may take place prior to the release of the RFP document?
Verbal or written information exchanges (such as in the first-phase of a two-phase selection procedure) must be consistent with State and/or local procurement integrity requirements. See § 636.115(a) for additional details.
§ 636.402 What types of information exchange may take place after the release of the RFP document?
Certain types of information exchange may be desirable at different points after the release of the RFP document. The following table summarizes the types of communications that will be discussed in this subpart. These communication methods are optional.
Type of information exchange | When | Purpose | Parties involved
(a) Clarifications | After receipt of proposals | Used when award without discussions is contemplated. Used to clarify certain aspects of a proposal (resolve minor errors, clerical errors, obtain additional past performance information, etc.) | Any offeror whose proposal is not clear to the contracting agency.
(b) Communications | After receipt of proposals, prior to the establishment of the competitive range | Used to address issues which might prevent a proposal from being placed in the competitive range | Only those offerors whose exclusion from, or inclusion in, the competitive range is uncertain. All offerors whose past performance information is the determining factor preventing them from being placed in the competitive range.
(c) Discussions (see Subpart E of this part) | After receipt of proposals and after the determination of the competitive range | Enhance contracting agency understanding of proposals and offerors understanding of scope of work. Facilitate the evaluation process | Must be held with all offerors in the competitive range.
§ 636.403 What information may be exchanged with a clarification?
(a) You may wish to clarify any aspect of proposals which would enhance your understanding of an offeror's proposal. This includes such information as an offeror's past performance or information regarding adverse past performance to which the offeror has not previously had an opportunity to respond. Clarification exchanges are discretionary. They do not have to be held with any specific number of offerors and do not have to address specific issues.
(b) You may wish to clarify and revise the RFP document through an addenda process in response to questions from potential offerors.
§ 636.404 Can a competitive range be used to limit competition?
If the solicitation notifies offerors that the competitive range can be limited for purposes of efficiency, you may limit the number of proposals to the greatest number that will permit an efficient competition. However, you must provide written notice to any offeror whose proposal is no longer considered to be included in the competitive range. Offerors excluded or otherwise eliminated from the competitive range may request a debriefing. Debriefings may be conducted in accordance with your procedures as long as you comply with § 636.514.
§ 636.405 After developing a short list, can I still establish a competitive range?
Yes, if you have developed a short list of firms, you may still establish a competitive range. The short list is based on qualifications criteria. The competitive range is based on the rating of technical and price proposals.
§ 636.406 Are communications allowed prior to establishing the competitive range?
Yes, prior to establishing the competitive range, you may conduct communications to:
(a) Enhance your understanding of proposals;
(b) Allow reasonable interpretation of the proposal; or
(c) Facilitate your evaluation process.
§ 636.407 Am I limited in holding communications with certain firms?
Yes, if you establish a competitive range, you must do the following:
(a) Hold communications with offerors whose past performance information is the determining factor preventing them from being placed within the competitive range;
(b) Address adverse past performance information to which an offeror has not had a prior opportunity to respond; and
(c) Hold communications only with those offerors whose exclusion from, or inclusion in, the competitive range is uncertain.
§ 636.408 Can communications be used to cure proposal deficiencies?
(a) No, communications must not be used to:
(1) Cure proposal deficiencies or material omissions;
(2) Materially alter the technical or cost elements of the proposal; and/or
(3) Otherwise revise the proposal.
(b) Communications may be considered in rating proposals for the purpose of establishing the competitive range.
§ 636.409 Can offerors revise their proposals during communications?
(a) No, communications shall not provide an opportunity for an offeror to revise its proposal, but may address the following:
(1) Ambiguities in the proposal or other concerns (e.g., perceived deficiencies, weaknesses, errors, omissions, or mistakes); and
(2) Information relating to relevant past performance.
(b) Communications must address adverse past performance information to which the offeror has not previously had an opportunity to comment.
Subpart E Discussions, Proposal Revisions and Source Selection
§ 636.501 What issues may be addressed in discussions?
In a competitive acquisition, discussions may include bargaining. The term bargaining may include: persuasion, alteration of assumptions and positions, give-and-take, and may apply to price, schedule, technical requirements, type of contract, or other terms of a proposed contract.
§ 636.502 Why should I use discussions?
You should use discussions to maximize your ability to obtain the best value, based on the requirements and the evaluation factors set forth in the solicitation.
§ 636.503 Must I notify offerors of my intent to use/not use discussions?
Yes, in competitive acquisitions, the solicitation must notify offerors of your intent. You should either:
(a) Notify offerors that discussions may or may not be held depending on the quality of the proposals received (except clarifications may be used as described in § 636.401). Therefore, the offeror's initial proposal should contain the offeror's best terms from a cost or price and technical standpoint; or
(b) Notify offerors of your intent to establish a competitive range and hold discussions.
§ 636.504 If the solicitation indicated my intent was to award contract without discussions, but circumstances change, may I still hold discussions?
Yes, you may still elect to hold discussions when circumstances dictate, as long as the rationale for doing so is documented in the contract file. Such circumstances might include situations where all proposals received have deficiencies, when fair and reasonable prices are not offered, or when the cost or price offered is not affordable.
§ 636.505 Must a contracting agency establish a competitive range if it intends to have discussions with offerors?
Yes, if discussions are held, they must be conducted with all offerors in the competitive range. If you wish to hold discussions and do not formally establish a competitive range, then you must hold discussions with all responsive offerors.
§ 636.506 What issues must be covered in discussions?
(a) Discussions should be tailored to each offeror's proposal. Discussions must cover significant weaknesses, deficiencies, and other aspects of a proposal (such as cost or price, technical approach, past performance, and terms and conditions) that could be altered or explained to enhance materially the proposal's potential for award. You may use your judgment in setting limits for the scope and extent of discussions.
(b) In situations where the solicitation stated that evaluation credit would be given for technical solutions exceeding any mandatory minimums, you may hold discussions regarding increased performance beyond any mandatory minimums, and you may suggest to offerors that have exceeded any mandatory minimums (in ways that are not integral to the design), that their proposals would be more competitive if the excesses were removed and the offered price decreased.
§ 636.507 What subjects are prohibited in discussions, communications and clarifications with offerors?
You may not engage in conduct that:
(a) Favors one offeror over another;
(b) Reveals an offeror's technical solution, including unique technology, innovative and unique uses of commercial items, or any information that would compromise an offeror's intellectual property to another offeror;
(c) Reveals an offerors price without that offeror's permission;
(d) Reveals the names of individuals providing reference information about an offeror's past performance; or
(e) Knowingly furnish source selection information which could be in violation of State procurement integrity standards.
§ 636.508 Can price or cost be an issue in discussions?
You may inform an offeror that its price is considered to be too high, or too low, and reveal the results of the analysis supporting that conclusion. At your discretion, you may indicate to all offerors your estimated cost for the project.
§ 636.509 Can offerors revise their proposals as a result of discussions?
(a) Yes, you may request or allow proposal revisions to clarify and document understandings reached during discussions. At the conclusion of discussions, each offeror shall be given an opportunity to submit a final proposal revision.
(b) You must establish a common cut-off date only for receipt of final proposal revisions. Requests for final proposal revisions shall advise offerors that the final proposal revisions shall be in writing and that the contracting agency intends to make award without obtaining further revisions.
§ 636.510 Can the competitive range be further defined once discussions have begun?
Yes, you may further narrow the competitive range if an offeror originally in the competitive range is no longer considered to be among the most highly rated offerors being considered for award. That offeror may be eliminated from the competitive range whether or not all material aspects of the proposal have been discussed, or whether or not the offeror has been afforded an opportunity to submit a proposal revision. You must provide an offeror excluded from the competitive range with a written determination and notice that proposal revisions will not be considered.
§ 636.511 Can there be more than one round of discussions?
Yes, but only at the conclusion of discussions will the offerors be requested to submit a final proposal revision, also called best and final offer (BAFO). Thus, regardless of the length or number of discussions, there will be only one request for a revised proposal (i.e., only one BAFO).
§ 636.512 What is the basis for the source selection decision?
(a) You must base the source selection decision on a comparative assessment of proposals against all selection criteria in the solicitation. While you may use reports and analyses prepared by others, the source selection decision shall represent your independent judgment.
(b) The source selection decision shall be documented, and the documentation shall include the rationale for any business judgments and tradeoffs made or relied on, including benefits associated with additional costs. Although the rationale for the selection decision must be documented, that documentation need not quantify the tradeoffs that led to the decision.
§ 636.513 Are limited negotiations allowed prior to contract execution?
(a) Yes, after the source selection but prior to contract execution, you may conduct limited negotiations with the selected design-builder to clarify any remaining issues regarding scope, schedule, financing or any other information provided by that offeror. You must comply with the provisions of § 636.507 in the exchange of this information.
(b) Limited negotiations conducted under this section may include negotiations necessary to incorporate the ideas and concepts from unsuccessful offerors into the contract if a stipend is offered by the contracting agency and accepted by the unsuccessful offeror and if the requirements of section 636.113 are met.
[67 FR 75926, Dec. 10, 2002, as amended at 73 FR 77502, Dec. 19, 2008]
§ 636.514 How may I provide notifications and debriefings?
You may provide pre-award or post-award notifications in accordance with State approved procedures. If an offeror requests a debriefing, you may provide pre-award or post-award debriefings in accordance with State approved procedures.
PART 637 CONSTRUCTION INSPECTION AND APPROVAL
Authority: Sec. 1307, Pub. L. 105-178, 112 Stat. 107; 23 U.S.C. 109, 114, and 315; 49 CFR 1.48(b).
Source: 60 FR 33717, June 29, 1995, unless otherwise noted.
Editorial Note: Nomenclature changes to part 637 appear at 67 FR 75934, Dec. 10, 2002.
A Subpart A [Reserved]
Subpart B Quality Assurance Procedures for Construction
§ 637.201 Purpose.
To prescribe policies, procedures, and guidelines to assure the quality of materials and construction in all Federal-aid highway projects on the National Highway System.
§ 637.203 Definitions.
Acceptance program. All factors that comprise the State transportation department's (STD) determination of the quality of the product as specified in the contract requirements. These factors include verification sampling, testing, and inspection and may include results of quality control sampling and testing.
Independent assurance program. Activities that are an unbiased and independent evaluation of all the sampling and testing procedures used in the acceptance program. Test procedures used in the acceptance program which are performed in the STD's central laboratory would not be covered by an independent assurance program.
Proficiency samples. Homogeneous samples that are distributed and tested by two or more laboratories. The test results are compared to assure that the laboratories are obtaining the same results.
Qualified laboratories. Laboratories that are capable as defined by appropriate programs established by each STD. As a minimum, the qualification program shall include provisions for checking test equipment and the laboratory shall keep records of calibration checks.
Qualified sampling and testing personnel. Personnel who are capable as defined by appropriate programs established by each STD.
Quality assurance. All those planned and systematic actions necessary to provide confidence that a product or service will satisfy given requirements for quality.
Quality control. All contractor/vendor operational techniques and activities that are performed or conducted to fulfill the contract requirements.
Random sample. A sample drawn from a lot in which each increment in the lot has an equal probability of being chosen.
Vendor. A supplier of project-produced material that is not the contractor.
Verification sampling and testing. Sampling and testing performed to validate the quality of the product.
§ 637.205 Policy.
(a) Quality assurance program. Each STD shall develop a quality assurance program which will assure that the materials and workmanship incorporated into each Federal-aid highway construction project on the NHS are in conformity with the requirements of the approved plans and specifications, including approved changes. The program must meet the criteria in § 637.207 and be approved by the FHWA.
(b) STD capabilities. The STD shall maintain an adequate, qualified staff to administer its quality assurance program. The State shall also maintain a central laboratory. The State's central laboratory shall meet the requirements in § 637.209(a)(2).
(c) Independent assurance program. Independent assurance samples and tests or other procedures shall be performed by qualified sampling and testing personnel employed by the STD or its designated agent.
(d) Verification sampling and testing. The verification sampling and testing are to be performed by qualified testing personnel employed by the STD or its designated agent, excluding the contractor and vendor.
(e) Random samples. All samples used for quality control and verification sampling and testing shall be random samples.
§ 637.207 Quality assurance program.
(a) Each STD's quality assurance program shall provide for an acceptance program and an independent assurance (IA) program consisting of the following:
(1) Acceptance program.
(i) Each STD's acceptance program shall consist of the following:
(A) Frequency guide schedules for verification sampling and testing which will give general guidance to personnel responsible for the program and allow adaptation to specific project conditions and needs.
(B) Identification of the specific location in the construction or production operation at which verification sampling and testing is to be accomplished.
(C) Identification of the specific attributes to be inspected which reflect the quality of the finished product.
(ii) Quality control sampling and testing results may be used as part of the acceptance decision provided that:
(A) The sampling and testing has been performed by qualified laboratories and qualified sampling and testing personnel.
(B) The quality of the material has been validated by the verification sampling and testing. The verification testing shall be performed on samples that are taken independently of the quality control samples.
(C) The quality control sampling and testing is evaluated by an IA program.
(iii) If the results from the quality control sampling and testing are used in the acceptance program, the STD shall establish a dispute resolution system. The dispute resolution system shall address the resolution of discrepancies occurring between the verification sampling and testing and the quality control sampling and testing. The dispute resolution system may be administered entirely within the STD.
(iv) In the case of a design-build project on the National Highway System, warranties may be used where appropriate. See 23 CFR 635.413(e) for specific requirements.
(2) The IA program shall evaluate the qualified sampling and testing personnel and the testing equipment. The program shall cover sampling procedures, testing procedures, and testing equipment. Each IA program shall include a schedule of frequency for IA evaluation. The schedule may be established based on either a project basis or a system basis. The frequency can be based on either a unit of production or on a unit of time.
(i) The testing equipment shall be evaluated by using one or more of the following: Calibration checks, split samples, or proficiency samples.
(ii) Testing personnel shall be evaluated by observations and split samples or proficiency samples.
(iii) A prompt comparison and documentation shall be made of test results obtained by the tester being evaluated and the IA tester. The STD shall develop guidelines including tolerance limits for the comparison of test results.
(iv) If the STD uses the system approach to the IA program, the STD shall provide an annual report to the FHWA summarizing the results of the IA program.
(3) The preparation of a materials certification, conforming in substance to appendix A of this subpart, shall be submitted to the FHWA Division Administrator for each construction project which is subject to FHWA construction oversight activities.
(b) In the case of a design-build project funded under title 23, U.S. Code, the STD's quality assurance program should consider the specific contractual needs of the design-build project. All provisions of paragraph (a) of this section are applicable to design-build projects. In addition, the quality assurance program may include the following:
(1) Reliance on a combination of contractual provisions and acceptance methods;
(2) Reliance on quality control sampling and testing as part of the acceptance decision, provided that adequate verification of the design-builder's quality control sampling and testing is performed to ensure that the design-builder is providing the quality of materials and construction required by the contract documents.
(3) Contractual provisions which require the operation of the completed facility for a specific time period.
[60 FR 33717, June 29, 1995, as amended at 67 FR 75934, Dec. 10, 2002]
§ 637.209 Laboratory and sampling and testing personnel qualifications.
(a) Laboratories.
(1) After June 29, 2000, all contractor, vendor, and STD testing used in the acceptance decision shall be performed by qualified laboratories.
(2) After June 30, 1997, each STD shall have its central laboratory accredited by the AASHTO Accreditation Program or a comparable laboratory accreditation program approved by the FHWA.
(3) After June 29, 2000, any non-STD designated laboratory which performs IA sampling and testing shall be accredited in the testing to be performed by the AASHTO Accreditation Program or a comparable laboratory accreditation program approved by the FHWA.
(4) After June 29, 2000, any non-STD laboratory that is used in dispute resolution sampling and testing shall be accredited in the testing to be performed by the AASHTO Accreditation Program or a comparable laboratory accreditation program approved by the FHWA.
(5) After September 24, 2009, laboratories that perform crash testing for acceptance of roadside hardware by the FHWA shall be accredited by a laboratory accreditation body that is recognized by the National Cooperation for Laboratory Accreditation (NACLA), is a signatory to the Asia Pacific Laboratory Accreditation Cooperation (APLAC) Mutual Recognition Arrangement (MRA), is a signatory to the International Laboratory Accreditation Cooperation (ILAC) Mutual Recognition Arrangement (MRA), or another accreditation body acceptable to FHWA.
(b) Sampling and testing personnel. After June 29, 2000, all sampling and testing data to be used in the acceptance decision or the IA program shall be executed by qualified sampling and testing personnel.
(c) Conflict of interest. In order to avoid an appearance of a conflict of interest, any qualified non-STD laboratory shall perform only one of the following types of testing on the same project: Verification testing, quality control testing, IA testing, or dispute resolution testing.
[60 FR 33717, June 29, 1995, as amended at 72 FR 54212, Sept. 24, 2007]
Appendix A to Subpart B of Part 637 Guide Letter of Certification by State Engineer
Date
Project No.
This is to certify that:
The results of the tests used in the acceptance program indicate that the materials incorporated in the construction work, and the construction operations controlled by sampling and testing, were in conformity with the approved plans and specifications. (The following sentence should be added if the IA testing frequencies are based on project quantities. All independent assurance samples and tests are within tolerance limits of the samples and tests that are used in the acceptance program.)
Exceptions to the plans and specifications are explained on the back hereof (or on attached sheet).
Director of STD Laboratory or other appropriate STD Official.
PART 645 UTILITIES
Authority: 23 U.S.C. 101, 109, 111, 116, 123, and 315; 47 U.S.C. 1504; 23 CFR 1.23 and 1.27; 49 CFR 1.48(b); and E.O. 11990, 42 FR 26961 (May 24, 1977).
Editorial Note: Nomenclature changes to part 645 appear at 65 FR 70311, Nov. 22, 2000.
Subpart A Utility Relocations, Adjustments, and Reimbursement
Source: 50 FR 20345, May 15, 1985, unless otherwise noted.
§ 645.101 Purpose.
To prescribe the policies, procedures, and reimbursement provisions for the adjustment and relocation of utility facilities on Federal-aid and direct Federal projects.
§ 645.103 Applicability.
(a) The provisions of this regulation apply to reimbursement claimed by a State transportation department (STD) for costs incurred under an approved and properly executed transportation department (TD)/utility agreement and for payment of costs incurred under all Federal Highway Administration (FHWA)/utility agreements.
(b) Procedures on the accommodation of utilities are set forth in 23 CFR part 645, subpart B, Accommodation of Utilities.
(c) When the lines or facilities to be relocated or adjusted due to highway construction are privately owned, located on the owner's land, devoted exclusively to private use and not directly or indirectly serving the public, the provisions of the FHWA's right-of-way procedures in 23 CFR 710.203, apply. When applicable, under the foregoing conditions, the provisions of this regulation may be used as a guide to establish a cost-to-cure.
(d) The FHWA's reimbursement to the STD will be governed by State law (or State regulation) or the provisions of this regulation, whichever is more restrictive. When State law or regulation differs from this regulation, a determination shall be made by the STD subject to the concurrence of the FHWA as to which standards will govern, and the record documented accordingly, for each relocation encountered.
(e) For direct Federal projects, all references herein to the STD or TD are inapplicable, and it is intended that the FHWA be considered in the relative position of the STD or TD.
[50 FR 20345, May 15, 1985, as amended at 64 FR 71289, Dec. 21, 1999]
§ 645.105 Definitions.
For the purposes of this regulation, the following definitions shall apply:
Authorization—for Federal-aid projects authorization to the STD by the FHWA, or for direct Federal projects authorization to the utility by the FHWA, to proceed with any phase of a project. The date of authorization establishes the date of eligibility for Federal funds to participate in the costs incurred on that phase of work.
Betterment—any upgrading of the facility being relocated that is not attributable to the highway construction and is made solely for the benefit of and at the election of the utility.
Cost of relocation—the entire amount paid by or on behalf of the utility properly attributable to the relocation after deducting from that amount any increase in value of the new facility, and any salvage derived from the old facility.
Cost of Removal—the amount expended to remove utility property including the cost of demolishing, dismantling, removing, transporting, or otherwise disposing of utility property and of cleaning up to leave the site in a neat and presentable condition.
Cost of salvage—the amount expended to restore salvaged utility property to usable condition after its removal.
Direct Federal projects—highway projects such as projects under the Federal Lands Highways Program which are under the direct administration of the FHWA.
Indirect or overhead costs—those costs which are not readily identifiable with one specific task, job, or work order. Such costs may include indirect labor, social security taxes, insurance, stores expense, and general office expenses. Costs of this nature generally are distributed or allocated to the applicable job or work orders, other accounts and other functions to which they relate. Distribution and allocation is made on a uniform basis which is reasonable, equitable, and in accordance with generally accepted cost accounting practices.
Relocation—the adjustment of utility facilities required by the highway project. It includes removing and reinstalling the facility, including necessary temporary facilities, acquiring necessary right-of-way on the new location, moving, rearranging or changing the type of existing facilities and taking any necessary safety and protective measures. It shall also mean constructing a replacement facility that is both functionally equivalent to the existing facility and necessary for continuous operation of the utility service, the project economy, or sequence of highway construction.
Salvage value—the amount received from the sale of utility property that has been removed or the amount at which the recovered material is charged to the utility's accounts, if retained for reuse.
State transportation department—the transportation department of one of the 50 States, the District of Columbia, or Puerto Rico.
Transportation department(TD)—that department, commission, board, or official of any State or political subdivison thereof, charged by its law with the responsibility for highway administration.
Use and occupancy agreement—the document (written agreement or permit) by which the TD approves the use and occupancy of highway right-of-way by utility facilities or private lines.
Utility—a privately, publicly, or cooperatively owned line, facility or system for producing, transmitting, or distributing communications, cable television, power, electricity, light, heat, gas, oil, crude products, water, steam, waste, storm water not connected with highway drainage, or any other similar commodity, including any fire or police signal system or street lighting system, which directly or indirectly serves the public. The term utility shall also mean the utility company inclusive of any wholly owned or controlled subsidiary.
Work order system—a procedure for accumulating and recording into separate accounts of a utility all costs to the utility in connection with any change in its system or plant.
[50 FR 20345, May 15, 1985, as amended at 65 FR 70311, Nov. 22, 2000]
§ 645.107 Eligibility.
(a) When requested by the STD, Federal funds may participate, subject to the provisions of § 645.103(d) of this part and at the pro rata share applicable, in an amount actually paid by an TD for the costs of utility relocations. Federal funds may participate in safety corrective measures made under the provisions of § 645.107(k) of this part. Federal funds may also participate for relocations necessitated by the actual construction of highway project made under one or more of the following conditions when:
(1) The STD certifies that the utility has the right of occupancy in its existing location because it holds the fee, an easement, or other real property interest, the damaging or taking of which is compensable in eminent domain,
(2) The utility occupies privately or publicly owned land, including public road or street right-of-way, and the STD certifies that the payment by the TD is made pursuant to a law authorizing such payment in conformance with the provisions of 23 U.S.C. 123, and/or
(3) The utility occupies publicy owned land, including public road and street right-of-way, and is owned by a public agency or political subdivision of the State, and is not required by law or agreement to move at its own expense, and the STD certifies that the TD has the legal authority or obligation to make such payments.
(b) On projects which the STD has the authority to participate in project costs, Federal funds may not participate in payments made by a political subdivision for relocation of utility facilities, other than those proposed under the provisions of § 645.107(k) of this part, when State law prohibits the STD from making payment for relocation of utility facilities.
(c) On projects which the STD does not have the authority to participate in project costs, Federal funds may participate in payments made by a political subdivision for relocation of utility facilities necessitated by the actual construction of a highway project when the STD certifies that such payment is based upon the provisions of § 645.107(a) of this part and does not violate the terms of a use and occupancy agreement, or legal contract, between the utility and the TD or for utility safety corrective measures under the provisions of § 645.107(k) of this part.
(d) Federal funds are not eligible to participate in any costs for which the utility contributes or repays the TD, except for utilities owned by the political subdivision on projects which qualify under the provisions of § 645.107(c) of this part in which case the costs of the utility are considered to be costs of the TD.
(e) The FHWA may deny Federal fund participation in any payments made by a TD for the relocation of utility facilities when such payments do not constitute a suitable basis for Federal fund participation under the provisions of title 23 U.S.C.
(f) The rights of any public agency or political subdivision of a State under contract, franchise, or other instrument or agreement with the utility, pertaining to the utility's use and occupancy of publicly owned land, including public road and street right-of-way, shall be considered the rights of the STD in the absence of State law to the contrary.
(g) In lieu of the individual certifications required by § 645.107(a) and (c), the STD may file a statement with the FHWA setting forth the conditions under which the STD will make payments for the relocation of utility facilities. The FHWA may approve Federal fund participation in utility relocations proposed by the STD under the conditions of the statement when the FHWA has made an affirmative finding that such statement and conditions form a suitable basis for Federal fund participation under the provisions of 23 U.S.C. 123.
(h) Federal funds may not participate in the cost of relocations of utility facilities made solely for the benefit or convenience of a utility, its contractor, or a highway contractor.
(i) When the advance installation of new utility facilities crossing or otherwise occupying the proposed right-of-way of a planned highway project is underway, or scheduled to be underway, prior to the time such right-of-way is purchased by or under control of the TD, arrangements should be made for such facilities to be installed in a manner that will meet the requirements of the planned highway project. Federal funds are eligible to participate in the additional cost incurred by the utility that are attributable to, and in accommodation of, the highway project provided such costs are incurred subsequent to authorization of the work by the FHWA. Subject to the other provisions of this regulation, Federal participation may be approved under the foregoing circumstances when it is demonstrated that the action taken is necessary to protect the public interest and the adjustment of the facility is necessary by reason of the actual construction of the highway project.
(j) Federal funds are eligible to participate in the costs of preliminary engineering and allied services for utilities, the acquisition of replacement right-of-way for utilities, and the physical construction work associated with utility relocations. Such costs must be incurred by or on behalf of a utility after the date the work is included in an approved program and after the FHWA has authorized the STD to proceed in accordance with 23 CFR part 630, subpart A, Federal-Aid Programs Approval and Project Authorization.
(k) Federal funds may participate in projects solely for the purpose of implementing safety corrective measures to reduce the roadside hazards of utility facilities to the highway user. Safety corrective measures should be developed in accordance with the provisions of 23 CFR 645.209(k).
(Information collection requirements in paragraph (g) were approved by the Office of Management and Budget under control number 2125-0515)
[50 FR 20345, May 15, 1985, as amended at 53 FR 24932, July 1, 1988]
§ 645.109 Preliminary engineering.
(a) As mutually agreed to by the TD and utility, and subject to the provisions of paragraph (b) of this section, preliminary engineering activities associated with utility relocation work may be done by:
(1) The TD's or utility's engineering forces;
(2) An engineering consultant selected by the TD, after consultation with the utility, the contract to be administered by the TD; or,
(3) An engineering consultant selected by the utility, with the approval of the TD, the contract to be administered by the utility.
(b) When a utility is not adequately staffed to pursue the necessary preliminary engineering and related work for the utility relocation, Federal funds may participate in the amount paid to engineers, architects, and others for required engineering and allied services provided such amounts are not based on a percentage of the cost of relocation. When Federal participation is requested by the STD in the cost of such services, the utility and its consultant shall agree in writing as to the services to be provided and the fees and arrangements for the services. Federal funds may participate in the cost of such services performed under existing written continuing contracts when it is demonstrated that such work is performed regularly for the utility in its own work and that the costs are reasonable.
(c) The procedures in 23 CFR part 172, Administration of Engineering and Design Related Service Contracts, may be used as a guide for reviewing proposed consultant contracts.
[50 FR 20345, May 15, 1985, as amended at 60 FR 34850, July 5, 1995; 65 FR 70311, Nov. 22, 2000]
§ 645.111 Right-of-way.
(a) Federal participation may be approved for the cost of replacement right-of-way provided:
(1) The utility has the right of occupancy in its existing location because it holds the fee, an easement, or another real property interest, the damaging or taking of which is compensable in eminent domain, or the acquisition is made in the interest of project economy or is necessary to meet the requirements of the highway project, and
(2) There will be no charge to the project for that portion of the utility's existing right-of-way being transferred to the TD for highway purposes.
(b) The utility shall determine and make a written valuation of the replacement right-of-way that it acquires in order to justify amounts paid for such right-of-way. This written valuation shall be accomplished prior to negotiation for acquisition.
(c) Acquisition of replacement right-of-way by the TD on behalf of a utility or acquisition of nonoperating real property from a utility shall be in accordance with the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601 et seq.) and applicable right-of-way procedures in 23 CFR 710.203.
(d) When the utility has the right-of-occupancy in its existing location because it holds the fee, an easement, or another real property interest, and it is not necessary by reason of the highway construction to adjust or replace the facilities located thereon, the taking of and damage to the utility's real property, including the disposal or removal of such facilities, may be considered a right-of-way transaction in accordance with provisions of the applicable right-of-way procedures in 23 CFR 710.203.
[50 FR 20345, May 15, 1985, as amended at 64 FR 71289, Dec. 21, 1999]
§ 645.113 Agreements and authorizations.
(a) On Federal-aid and direct Federal projects involving utility relocations, the utility and the TD shall agree in writing on their separate responsibilities for financing and accomplishing the relocation work. When Federal participation is requested, the agreement shall incorporate this regulation by reference and designate the method to be used for performing the work (by contract or force account) and for developing relocation costs. The method proposed by the utility for developing relocation costs must be acceptable to both the TD and the FHWA. The preferred method for the development of relocation costs by a utility is on the basis of actual direct and related indirect costs accumulated in accordance with a work order accounting procedure prescribed by the applicable Federal or State regulatory body.
(b) When applicable, the written agreement shall specify the terms and amounts of any contribution or repayments made or to be made by the utility to the TD in connection with payments by the TD to the utility under the provisions of § 645.107 of this regulation.
(c) The agreement shall be supported by plans, specifications when required, and itemized cost estimates of the work agreed upon, including appropriate credits to the project, and shall be sufficiently informative and complete to provide the TD and the FHWA with a clear description of the work required.
(d) When the relocation involves both work to be done at the TD's expense and work to be done at the expense of the utility, the written agreement shall state the share to be borne by each party.
(e) In the event there are changes in the scope of work, extra work or major changes in the planned work covered by the approved agreement, plans, and estimates, Federal participation shall be limited to costs covered by a modification of the agreement, a written change, or extra work order approved by the TD and the FHWA.
(f) When proposed utility relocation and adjustment work on a project for a specific utility company can be clearly defined and the cost can be accurately estimated, the FHWA may approve an agreement between the TD and the utility company for a lump-sum payment without later confirmation by audit of actual costs.
(g) Except as otherwise provided by § 645.113(h), authorization by the FHWA to the STD to proceed with the physical relocation of a utility's facilities may be given after:
(1) The utility relocation work, or the right-of-way, or physical construction phase of the highway construction work is included in an approved Statewide transportation improvement program,
(2) The appropriate environmental evaluation and public hearing procedures required by 23 CFR part 771, Environmental Impact and Related Procedures, have been satisfied.
(3) The FHWA has reviewed and approved the plans, estimates, and proposed or executed agreements for the utility work and is furnished a schedule for accomplishing the work.
(h) The FHWA may authorize the physical relocation of utility facilities before the requirements of § 645.113(g)(2) are satisfied when the relocation or adjustment of utility facilities meets the requirements of § 645.107(i) of this regulation.
(i) Whenever the FHWA has authorized right-of-way acquisition under the hardship and protective buying provisions of 23 CFR 710.503, the FHWA may authorize the physical relocation of utility facilities located in whole or in part on such right-of-way.
(j) When all efforts by the TD and utility fail to bring about written agreement of their separate responsibilities under the provisions of this regulation, the STD shall submit its proposal and a full report of the circumstances to the FHWA. Conditional authorizations for the relocation work to proceed may be given by the FHWA to the STD with the understanding that Federal funds will not be paid for work done by the utility until the STD proposal has been approved by the FHWA.
(k) The FHWA will consider for approval any special procedure under State law, or appropriate administrative or judicial order, or under blanket master agreements with the utilities, that will fully accomplish all of the foregoing objectives and accelerate the advancement of the construction and completion of projects.
[50 FR 20345, May 15, 1985, as amended at 60 FR 34850, July 5, 1995; 64 FR 71289, Dec. 21, 1999; 65 FR 70311, Nov. 22, 2000]
§ 645.115 Construction.
(a) Part 635, subpart B, of this title, Force Account Construction (justification required for force account work), states that it is cost-effective for certain utility adjustments to be performed by a utility with its own forces and equipment, provided the utility is qualified to perform the work in a satisfactory manner. This cost-effectiveness finding covers minor work on the utility's existing facilities routinely performed by the utility with its own forces. When the utility is not adequately staffed and equipped to perform such work with its own forces and equipment at a time convenient to and in coordination with the associated highway construction, such work may be done by:
(1) A contract awarded by the TD or utility to the lowest qualified bidder based on appropriate solicitation,
(2) Inclusion as part of the TD's highway construction contract let by the TD as agreed to by the utility,
(3) An existing continuing contract, provided the costs are reasonable, or
(4) A contract for low-cost incidental work, such as tree trimming and the like, awarded by the TD or utility without competitive bidding, provided the costs are reasonable.
(b) When it has been determined under part 635, subpart B, that the force account method is not the most cost-effective means for accomplishing the utility adjustment, such work is to be done under competitive bid contracts as described in § 645.115(a) (1) and (2) or under an existing continuing contract provided it can be demonstrated this is the most cost-effective method.
(c) Costs for labor, materials, equipment, and other services furnished by the utility shall be billed by the utility directly to the TD. The special provisions of contracts let by the utility or the TD shall be explicit in this respect. The costs of force account work performed for the utility by the TD and of contract work performed for the utility under a contract let by the TD shall be reported separately from the costs of other force account and contract items on the highway project.
§ 645.117 Cost development and reimbursement.
(a) Developing and recording costs. (1) All utility relocation costs shall be recorded by means of work orders in accordance with an approved work order system except when another method of developing and recording costs, such as lump-sum agreement, has been approved by the TD and the FHWA. Except for work done under contracts, the individual and total costs properly reported and recorded in the utility's accounts in accordance with the approved method for developing such costs, or the lump-sum agreement, shall constitute the maximum amount on which Federal participation may be based.
(2) Each utility shall keep its work order system or other approved accounting procedure in such a manner as to show the nature of each addition to or retirement from a facility, the total costs thereof, and the source or sources of cost. Separate work orders may be issued for additions and retirements. Retirements, however, may be included with the construction work order provided that all items relating to retirements shall be kept separately from those relating to construction.
(3) The STD may develop, or work in concert with utility companies to develop, other acceptable costing methods, such as unit costs, to estimate and reimburse utility relocation expenditures. Such other methods shall be founded in generally accepted industry practices and be reasonably supported by recent actual expenditures. Unit costs should be developed periodically and supported annually by a maintained data base of relocation expenses. Development of any alternate costing method should consider the factors listed in paragraphs (b) through (g) of this section. Streamlining of the cost development and reimbursement procedures is encouraged so long as adequate accountability for Federal expenditures is maintained. Concurrence by the FHWA is required for any costing method used other than actual cost.
(b) Direct labor costs. (1) Salaries and wages, at actual or average rates, and related expenses paid by the utility to individuals for the time worked on the project are reimbursable when supported by adequate records. This includes labor associated with preliminary engineering, construction engineering, right-of-way, and force account construction.
(2) Salaries and expenses paid to individuals who are normally part of the overhead organization of the utility may be reimbursed for the time worked directly on the project when supported by adequate records and when the work performed by such individuals is essential to the project and could not have been accomplished as economically by employees outside the overhead organization.
(3) Amounts paid to engineers, architects and others for services directly related to projects may be reimbursed.
(c) Labor surcharges. (1) Labor surcharges include worker compensation insurance, public liability and property damage insurance, and such fringe benefits as the utility has established for the benefit of its employees. The cost of labor surcharges will be reimbursed at actual cost to the utility, or, at the option of the utility, average rates which are representative of actual costs may be used in lieu of actual costs if approved by the STD and the FHWA. These average rates should be adjusted at least once annually to take into account known anticipated changes and correction for any over or under applied costs for the preceding period.
(2) When the utility is a self-insurer, there may be reimbursement at experience rates properly developed from actual costs. The rates cannot exceed the rates of a regular insurance company for the class of employment covered.
(d) Overhead and indirect construction costs. (1) Overhead and indirect construction costs not charged directly to work order or construction accounts may be allocated to the relocation provided the allocation is made on an equitable basis. All costs included in the allocation shall be eligible for Federal reimbursement, reasonable, actually incurred by the utility, and consistent with the provisions of 48 CFR part 31.
(2) Costs not eligible for Federal reimbursement include, but are not limited to, the costs associated with advertising, sales promotion, interest on borrowings, the issuance of stock, bad debts, uncollectible accounts receivable, contributions, donations, entertainment, fines, penalties, lobbying, and research programs.
(3) The records supporting the entries for overhead and indirect construction costs shall show the total amount, rate, and allocation basis for each additive, and are subject to audit by representatives of the State and Federal Government.
(e) Material and supply costs. (1) Materials and supplies, if available, are to be furnished from company stock except that they may be obtained from other sources near the project site when available at a lower cost. When not available from company stock, they may be purchased either under competitive bids or existing continuing contracts under which the lowest available prices are developed. Minor quantities of materials and supplies and proprietary products routinely used in the utility's operation and essential for the maintenance of system compatibility may be excluded from these requirements. The utility shall not be required to change its existing standards for materials used in permanent changes to its facilities. Costs shall be determined as follows:
(i) Materials and supplies furnished from company stock shall be billed at the current stock prices for such new or used materials at time of issue.
(ii) Materials and supplies not furnished from company stock shall be billed at actual costs to the utility delivered to the project site.
(iii) A reasonable cost for plant inspection and testing may be included in the costs of materials and supplies when such expense has been incurred. The computation of actual costs of materials and supplies shall include the deduction of all offered discounts, rebates, and allowances.
(iv) The cost of rehabilitating rather than replacing existing utility facilities to meet the requirements of a project is reimbursable, provided this cost does not exceed replacement costs.
(2) Materials recovered from temporary use and accepted for reuse by the utility shall be credited to the project at prices charged to the job, less a considertion for loss in service life at 10 percent. Materials recovered from the permanent facility of the utility that are accepted by the utility for return to stock shall be credited to the project at the current stock prices of such used materials. Materials recovered and not accepted for reuse by the utility, if determined to have a net sale value, shall be sold to the highest bidder by the TD or utility following an opportunity for TD inspection and appropriate solicitation for bids. If the utility practices a system of periodic disposal by sale, credit to the project shall be at the going prices supported by records of the utility.
(3) Federal participation may be approved for the total cost of removal when either such removal is required by the highway construction or the existing facilities cannot be abandoned in place for aesthetic or safety reasons. When the utility facilities can be abandoned in place but the utility or highway constructor elects to remove and recover the materials, Federal funds shall not participate in removal costs which exceed the value of the materials recovered.
(4) The actual and direct costs of handling and loading materials and supplies at company stores or material yards, and of unloading and handling recovered materials accepted by the utility at its stores or material yards are reimbursable. In lieu of actual costs, average rates which are representative of actual costs may be used if approved by the STD and the FHWA. These average rates should be adjusted at least once annually to take into account known anticipated changes and correction for any over or under applied costs for the preceding period. At the option of the utility, 5 percent of the amounts billed for the materials and supplies issued from company stores and material yards or the value of recovered materials will be reimbursed in lieu of actual or average costs for handling.
(f) Equipment costs. The average or actual costs of operation, minor maintenance, and depreciation of utility-owned equipment may be reimbursed. Reimbursement for utility-owned vehicles may be made at average or actual costs. When utility-owned equipment is not available, reimbursement will be limited to the amount of rental paid (1) to the lowest qualified bidder, (2) under existing continuing contracts at reasonable costs, or (3) as an exception by negotiation when paragraph (f) (1) and (2) of this section are impractical due to project location or schedule.
(g) Transportation costs. (1) The utility's cost, consistent with its overall policy, of necessary employee transportation and subsistence directly attributable to the project is reimbursable.
(2) Reasonable cost for the movement of materials, supplies, and equipment to the project and necessary return to storage including the associated cost of loading and unloading equipment is reimbursable.
(h) Credits. (1) Credit to the highway project will be required for the cost of any betterments to the facility being replaced or adjusted, and for the salvage value of the materials removed.
(2) Credit to the highway project will be required for the accrued depreciation of a utility facility being replaced, such as a building, pumping station, filtration plant, power plant, substation, or any other similar operational unit. Such accrued depreciation is that amount based on the ratio between the period of actual length of service and total life expectancy applied to the original cost. Credit for accrued depreciation shall not be required for a segment of the utility's service, distribution, or transmission lines.
(3) No betterment credit is required for additions or improvements which are:
(i) Required by the highway project,
(ii) Replacement devices or materials that are of equivalent standards although not identical,
(iii) Replacement of devices or materials no longer regularly manufactured with next highest grade or size,
(iv) Required by law under governmental and appropriate regulatory commission code, or
(v) Required by current design practices regularly followed by the company in its own work, and there is a direct benefit to the highway project.
(4) When the facilities, including equipment and operating facilities, described in § 645.117(h)(2) are not being replaced, but are being rehabilitated and/or moved, as necessitated by the highway project, no credit for accrued depreciation is needed.
(5) In no event will the total of all credits required under the provisions of this regulation exceed the total costs of adjustment exclusive of the cost of additions or improvements necessitated by the highway construction.
(i) Billings. (1) After the executed TD/utility agreement has been approved by the FHWA, the utility may be reimbursed through the STD by progress billings for costs incurred. Cost for materials stockpiled at the project site or specifically purchased and delivered to the utility for use on the project may also be reimbursed on progress billings following approval of the executed TD/utility agreement.
(2) The utility shall provide one final and complete billing of all costs incurred, or of the agreed-to lump-sum, within one year following completion of the utility relocation work, otherwise previous payments to the utility may be considered final, except as agreed to between the STD and the utility. Billings received from utilities more than one year following completion of the utility relocation work may be paid if the STD so desires, and Federal-aid highway funds may participate in these payments.
(3) All utility cost records and accounts relating to the project are subject to audit by representatives of the State and Federal Government for a period of 3 years from the date final payment has been received by the utility.
(Information collection requirements in paragraph (i) were approved by the Office of Management and Budget under control number 2125-0159)
[50 FR 20345, May 15, 1985, as amended at 60 FR 34850, July 5, 1995; 65 FR 70311, Nov. 22, 2000]
§ 645.119 Alternate procedure.
(a) This alternate procedure is provided to simplify the processing of utility relocations or adjustments under the provisions of this regulation. Under this procedure, except as otherwise provided in paragraph (b) of this section, the STD is to act in the relative position of the FHWA for reviewing and approving the arrangements, fees, estimates, plans, agreements, and other related matters required by this regulation as prerequisites for authorizing the utility to proceed with and complete the work.
(b) The scope of the STD's approval authority under the alternate procedure includes all actions necessary to advance and complete all types of utility work under the provisions of this regulation except in the following instances:
(1) Utility relocations and adjustments involving major transfer, production, and storage facilities such as generating plants, power feed stations, pumping stations and reservoirs.
(2) Utility relocations falling within the scope of § 645.113 (h), (i), and (j), and § 645.107(i) of this regulation.
(c) To adopt the alternate procedure, the STD must file a formal application for approval by the FHWA. The application must include the following:
(1) The STD's written policies and procedures for administering and processing Federal-aid utility adjustments. Those policies and procedures must make adequate provisions with respect to the following:
(i) Compliance with the requirements of this regulation, except as otherwise provided by § 645.119(b), and the provisions of 23 CFR part 645, subpart B, Accommodation of Utilities.
(ii) Advance utility liaison, planning, and coordination measures for providing adequate lead time and early scheduling of utility relocation to minimize interference with the planned highway construction.
(iii) Appropriate administrative, legal, and engineering review and coordination procedures as needed to establish the legal basis of the TD's payment; the extent of eligibility of the work under State and Federal laws and regulations; the more restrictive payment standards under § 645.103(d) of this regulation; the necessity of the proposed utility work and its compatibility with proposed highway improvements; and the uniform treatment of all utility matters and actions, consistent with sound management practices.
(iv) Documentation of actions taken in compliance with STD policies and the provisions of this regulation, shall be retained by the STD.
(2) A statement signed by the chief administrative officer of the STD certifying that:
(i) Federal-aid utility relocations will be processed in accordance with the applicable provisions of this regulation, and the STD's utility policies and procedures submitted under § 645.119(c)(1).
(ii) Reimbursement will be requested only for those costs properly attributable to the proposed highway construction and eligible for participation under the provisions of this regulation.
(d) The STD's application and any changes to it will be submitted to the FHWA for review and approval.
(e) After the alternate procedure has been approved, the FHWA may authorize the STD to proceed with utility relocation on a project in accordance with the certification, subject to the following conditions:
(1) The utility work must be included in an approved program.
(2) The STD must submit a request in writing for such authorization. The request shall include a list of the utility relocations to be processed under the alternate procedure, along with the best available estimate of the total costs involved.
(f) The FHWA may suspend approval of the alternate procedure when any FHWA review discloses noncompliance with the certification. Federal funds will not participate in relocation costs incurred that do not comply with the requirements under § 645.119(c)(1).
(Information collection requirements in paragraph (c) were approved by the Office of Management and Budget under control number 2125-0533)
[50 FR 20345, May 15, 1985, as amended at 65 FR 70311, Nov. 22, 2000]
Subpart B Accommodation of Utilities
Source: 50 FR 20354, May 15, 1985, unless otherwise noted.
§ 645.201 Purpose.
To prescribe policies and procedures for accommodating utility facilities and private lines on the right-of-way of Federal-aid or direct Federal highway projects.
§ 645.203 Applicability.
This subpart applies to:
(a) New utility installations within the right-of-way of Federal-aid or direct Federal highway projects,
(b) Existing utility facilities which are to be retained, relocated, or adjusted within the right-of-way of active projects under development or construction when Federal-aid or direct Federal highway funds are either being or have been used on the involved highway facility. When existing utility installations are to remain in place without adjustments on such projects the transportation department and utility are to enter into an appropriate agreement as discussed in § 645.213 of this part,
(c) Existing utility facilities which are to be adjusted or relocated under the provisions of § 645.209(k), and
(d) Private lines which may be permitted to cross the right-of-way of a Federal-aid or direct Federal highway project pursuant to State law and regulations and the provisions of this subpart. Longitudinal use of such right-of-way by private lines is to be handled under the provisions of 23 CFR 1.23(c).
§ 645.205 Policy.
(a) Pursuant to the provisions of 23 CFR 1.23, it is in the public interest for utility facilities to be accommodated on the right-of-way of a Federal-aid or direct Federal highway project when such use and occupancy of the highway right-of-way do not adversely affect highway or traffic safety, or otherwise impair the highway or its aesthetic quality, and do not conflict with the provisions of Federal, State or local laws or regulations.
(b) Since by tradition and practice highway and utility facilities frequently coexist within common right-of-way or along the same transportation corridors, it is essential in such situations that these public service facilities be compatibly designed and operated. In the design of new highway facilities consideration should be given to utility service needs of the area traversed if such service is to be provided from utility facilities on or near the highway. Similarly the potential impact on the highway and its users should be considered in the design and location of utility facilities on or along highway right-of-way. Efficient, effective and safe joint highway and utility development of transportation corridors is important along high speed and high volume roads, such as major arterials and freeways, particularly those approaching metropolitan areas where space is increasingly limited. Joint highway and utility planning and development efforts are encouraged on Federal-aid highway projects.
(c) The manner is which utilities cross or otherwise occupy the right-of-way of a direct Federal or Federal-aid highway project can materially affect the highway, its safe operation, aesthetic quality, and maintenance. Therefore, it is necessary that such use and occupancy, where authorized, be regulated by transportation departments in a manner which preserves the operational safety and the functional and aesthetic quality of the highway facility. This subpart shall not be construed to alter the basic legal authority of utilities to install their facilities on public highways pursuant to law or franchise and reasonable regulation by transportation departments with respect to location and manner of installation.
(d) When utilities cross or otherwise occupy the right-of-way of a direct Federal or Federal-aid highway project on Federal lands, and when the right-of-way grant is for highway purposes only, the utility must also obtain and comply with the terms of a right-of-way or other occupancy permit for the Federal agency having jurisdiction over the underlying land.
[50 FR 20354, May 15, 1985, as amended at 53 FR 2833, Feb. 2, 1988]
§ 645.207 Definitions.
For the purpose of this regulation, the following definitions shall apply:
Aesthetic quality—those desirable characteristics in the appearance of the highway and its environment, such as harmony between or blending of natural and manufactured objects in the environment, continuity of visual form without distracting interruptions, and simplicity of designs which are desirably functional in shape but without clutter.
Border area—the area between the traveled way and the right-of-way line.
Clear roadside policy—that policy employed by a transportation department to provide a clear zone in order to increase safety, improve traffic operations, and enhance the aesthetic quality of highways by designing, constructing and maintaining highway roadsides as wide, flat, and rounded as practical and as free as practical from natural or manufactured hazards such as trees, drainage structures, nonyielding sign supports, highway lighting supports, and utility poles and other ground-mounted structures. The policy should address the removal of roadside obstacles which are likely to be associated with accident or injury to the highway user, or when such obstacles are essential, the policy should provide for appropriate countermeasures to reduce hazards. Countermeasures include placing utility facilities at locations which protect out-of-control vehicles, using breakaway features, using impact attenuation devices, or shielding. In all cases full consideration shall be given to sound engineering principles and economic factors.
Clear zone—the total roadside border area starting at the edge of the traveled way, available for safe use by errant vehicles. This area may consist of a shoulder, a recoverable slope, a non-recoverable slope, and/or the area at the toe of a non-recoverable slope available for safe use by an errant vehicle. The desired width is dependent upon the traffic volumes and speeds, and on the roadside geometry. The current edition of the AASHTO “Roadside Design Guide” should be used as a guide for establishing clear zones for various types of highways and operating conditions. This publication is available for inspection and copying from the FHWA Washington Headquarters and all FHWA Division Offices as prescribed in 49 CFR part 7. Copies of current AASHTO publications are available for purchase from the American Association of State Highway and Transportation Officials, Suite 225, 444 North Capitol Street, NW., Washington, D.C. 20001, or electronically at http://www.aashto.org.
Direct Federal highway projects—those active or completed highway projects such as projects under the Federal Lands Highways Program which are under the direct administration of the Federal Highway Administration (FHWA)
Federal-aid highway projects—those active or completed highway projects administered by or through a State transportation department which involve or have involved the use of Federal-aid highway funds for the development, acquisition of right-of-way, construction or improvement of the highway or related facilities, including highway beautification projects under 23 U.S.C. 319, Landscaping and Scenic Enhancement.
Freeway—a divided arterial highway with full control of access.
Highway—any public way for vehicular travel, including the entire area within the right-of-way and related facilities constructed or improved in whole or in part with Federal-aid or direct Federal highway funds.
Transportation department—that department, agency, commission, board, or official of any State or political subdivision thereof, charged by its law with the responsibility for highway administration.
Private lines—privately owned facilities which convey or transmit the commodities outlined in the definition of utility facility of this section, but devoted exclusively to private use.
Right-of-way—real property, or interests therein, acquired, dedicated or reserved for the construction, operation, and maintenance of a highway in which Federal-aid or direct Federal highway funds are or have been involved in any stage of development. Lands acquired under 23 U.S.C. 319 shall be considered to be highway right-of-way.
State transportation department—the transportation department of one of the 50 States, the District of Columbia, or Puerto Rico.
Use and occupancy agreement—the document (written agreement or permit) by which the transportation department approves the use and occupancy of highway right-of-way by utility facilities or private lines.
Utility facility—privately, publicly or cooperatively owned line, facility, or system for producing, transmitting, or distributing communications, cable television, power, electricity, light, heat, gas, oil, crude products, water, steam, waste, storm water not connected with highway drainage, or any other similar commodity, including any fire or police signal system or street lighting system, which directly or indirectly serves the public. The term utility shall also mean the utility company inclusive of any substantially owned or controlled subsidiary. For the purposes of this part, the term includes those utility-type facilities which are owned or leased by a government agency for its own use, or otherwise dedicated solely to governmental use. The term utility includes those facilities used solely by the utility which are a part of its operating plant.
[50 FR 20345, May 15, 1985, as amended at 51 FR 16834, May 7, 1986; 53 FR 2833, Feb. 2, 1988; 55 FR 25828, June 25, 1990; 60 FR 34850, July 5, 1995; 61 FR 12022, Mar. 25, 1996; 65 FR 70311, Nov. 22, 2000]
§ 645.209 General requirements.
(a) Safety. Highway safety and traffic safety are of paramount, but not of sole, importance when accommodating utility facilities within highway right-of-way. Utilities provide an essential public service to the general public. Traditionally, as a matter of sound economic public policy and law, utilities have used public road right-of-way for transmitting and distributing their services. The lack of sufficient right-of-way width to accommodate utilities outside the desirable clear zone, in and of itself, is not a valid reason to preclude utilities from occupying the highway right-of-way. However, due to the nature and volume of highway traffic, the effect of such joint use on the traveling public must be carefully considered by transportation departments before approval of utility use of the right-of-way of Federal-aid or direct Federal highway projects is given. Adjustments in the operating characteristics of the utility or the highway or other special efforts may be necessary to increase the compatibility of utility-highway joint use. The possibility of this joint use should be a consideration in establishing right-of-way requirements for highway projects. In any event, the design, location, and manner in which utilities use and occupy the right-of-way of Federal-aid or direct Federal highway projects must conform to the clear roadside policies for the highway involved and otherwise provide for a safe traveling environment as required by 23 U.S.C. 109(l)(1).
(b) New above ground installations. On Federal-aid or direct Federal highway projects, new above ground utility installations, where permitted, shall be located as far from the traveled way as possible, preferably along the right-of-way line. No new above ground utility installations are to be allowed within the established clear zone of the highway unless a determination has been made by the transportation department that placement underground is not technically feasible or is unreasonably costly and there are no feasible alternate locations. In exceptional situations when it is essential to locate such above ground utility facilities within the established clear zone of the highway, appropriate countermeasures to reduce hazards shall be used. Countermeasures include placing utility facilities at locations which protect or minimize exposure to out-of-control vehicles, using breakaway features, using impact attenuation devices, using delineation, or shielding.
(c) Installations within freeways. (1) Each State transportation department shall submit an accommodation plan in accordance with §§ 645.211 and 645.215 which addresses how the State transportation department will consider applications for longitudinal utility installations within the access control lines of a freeway. This includes utility installations within interchange areas which must be constructed or serviced by direct access from the main lanes or ramps. If a State transportation department elects to permit such use, the plan must address how the State transportation department will oversee such use consistent with this subpart, Title 23 U.S.C., and the safe and efficient use of the highways.
(2) Any accommodation plan shall assure that installations satisfy the following criteria:
(i) The effects utility installations will have on highway and traffic safety will be ascertained, since in no case shall any use be permitted which would adversely affect safety.
(ii) The direct and indirect environmental and economic effects of any loss of productive agricultural land or any productivity of any agricultural land which would result from the disapproval of the use of such right-of-way for accommodation of such utility facility will be evaluated.
(iii) These environmental and economic effects together with any interference with or impairment of the use of the highway in such right-of-way which would result from the use of such right-of-way for the accommodation of such utility facility will be considered.
(iv) [Reserved]
(v) A utility strip will be established along the outer edge of the right-of-way by locating a utility access control line between the proposed utility installation and the through roadway and ramps. Existing fences should be retained and, except along sections of freeways having frontage roads, planned fences should be located at the freeway right-of-way line. The State or political subdivision is to retain control of the utility strip right-of-way including its use by utility facilities. Service connections to adjacent properties shall not be permitted from within the utility strip.
(3) Nothing in this part shall be construed as prohibiting a transportation department from adopting a more restrictive policy than that contained herein with regard to longitudinal utility installations along freeway right-of-way and access for constructing and/or for servicing such installations.
(d) Uniform policies and procedures. For a transportation department to fulfill its responsibilities to control utility use of Federal-aid highway right-of-way within the State and its political subdivisions, it must exercise or cause to be exercised, adequate regulation over such use and occupancy through the establishment and enforcement of reasonably uniform policies and procedures for utility accommodation.
(e) Private lines. Because there are circumstances when private lines may be allowed to cross or otherwise occupy the right-of-way of Federal-aid projects, transportation departments shall establish uniform policies for properly controlling such permitted use. When permitted, private lines must conform to the provisions of this part and the provisions of 23 CFR 1.23(c) for longitudinal installations.
(f) Direct Federal highway projects. On direct Federal highway projects, the FHWA will apply, or cause to be applied, utility and private line accommodation policies similar to those required on Federal-aid highway projects. When appropriate, agreements will be entered into between the FHWA and the transportation department or other government agencies to ensure adequate control and regulation of use by utilities and private lines of the right-of-way on direct Federal highway projects.
(g) Projects where state lacks authority. On Federal-aid highway projects where the State transportation department does not have legal authority to regulate highway use by utilities and private lines, the State transportation department must enter into formal agreements with those local officials who have such authority. The agreements must provide for a degree of protection to the highway at least equal to the protection provided by the State transportation department's utility accommodation policy approved under the provisions of § 645.215(b) of this part. The project agreement between the State transportation department and the FHWA on all such Federal-aid highway projects shall contain a special provision incorporating the formal agreements with the responsible local officials.
(h) Scenic areas. New utility installations, including those needed for highway purposes, such as for highway lighting or to serve a weigh station, rest area or recreation area, are not permitted on highway right-of-way or other lands which are acquired or improved with Federal-aid or direct Federal highway funds and are located within or adjacent to areas of scenic enhancement and natural beauty. Such areas include public park and recreational lands, wildlife and waterfowl refuges, historic sites as described in 23 U.S.C. 138, scenic strips, overlooks, rest areas and landscaped areas. The State transportation department may permit exceptions provided the following conditions are met:
(1) New underground or aerial installations may be permitted only when they do not require extensive removal or alteration of trees or terrain features visible to the highway user or impair the aesthetic quality of the lands being traversed.
(2) Aerial installations may be permitted only when:
(i) Other locations are not available or are unusually difficult and costly, or are less desirable from the standpoint of aesthetic quality,
(ii) Placement underground is not technically feasible or is unreasonably costly, and
(iii) The proposed installation will be made at a location, and will employ suitable designs and materials, which give the greatest weight to the aesthetic qualities of the area being traversed. Suitable designs include, but are not limited to, self-supporting armless, single-pole construction with vertical configuration of conductors and cable.
(3) For new utility installations within freeways, the provisions of paragraph (c) of this section must also be satisfied.
(i) Joint use agreements. When the utility has a compensable interest in the land occupied by its facilities and such land is to be jointly occupied and used for highway and utility purposes, the transportation department and utility shall agree in writing as to the obligations and responsibilities of each party. Such joint-use agreements shall incorporate the conditions of occupancy for each party, including the rights vested in the transportation department and the rights and privileges retained by the utility. In any event, the interest to be acquired by or vested in the transportation department in any portion of the right-of-way of a Federal-aid or direct Federal highway project to be vacated, used or occupied by utilities or private lines, shall be adequate for the construction, safe operation, and maintenance of the highway project.
(j) Traffic control plan. Whenever a utility installation, adjustment or maintenance activity will affect the movement of traffic or traffic safety, the utility shall implement a traffic control plan and utilize traffic control devices as necessary to ensure the safe and expeditious movement of traffic around the work site and the safety of the utility work force in accordance with procedures established by the transportation department. The traffic control plan and the application of traffic control devices shall conform to the standards set forth in the current edition of the “Manual on Uniform Traffic Control Devices” (MUTCD) and 23 CFR part 630, subpart J. This publication is available for inspection and copying from the FHWA Washington Headquarters and all FHWA Division Offices as prescribed in 49 CFR part 7.
(k) Corrective measures. When the transportation department determines that existing utility facilities are likely to be associated with injury or accident to the highway user, as indicated by accident history or safety studies, the transportation department shall initiate or cause to be initiated in consultation with the affected utilities, corrective measures to provide for a safer traffic environment. The corrective measures may include changes to utility or highway facilities and should be prioritized to maximum safety benefits in the most cost-effective manner. The scheduling of utility safety improvements should take into consideration planned utility replacement or upgrading schedules, accident potential, and the availability of resources. It is expected that the requirements of this paragraph will result in an orderly and positive process to address the identified utility hazard problems in a timely and reasonable manner with due regard to the effect of the corrective measures on both the utility consumer and the road user. The type of corrective measures are not prescribed. Any requests received involving Federal participation in the cost of adjusting or relocating utility facilities pursuant to this paragrpah shall be subject to the provisions of 23 CFR part 645, subpart A, Utility Relocations, Adjustments and Reimbursement, and 23 CFR part 924, Highway Safety Improvement Program.
(l) Wetlands. The installation of privately owned lines or conduits on the right-of-way of Federal-aid or direct Federal highway projects for the purpose of draining adjacent wetlands onto the highway right-of-way is considered to be inconsistent with Executive Order 11990, Protection of Wetlands, dated May 24, 1977, and shall be prohibited.
(m) Utility determination. In determining whether a proposed installation is a utility or not, the most important consideration is how the STD views it under its own State laws and/or regulations.
[50 FR 20354, May 15, 1985, as amended at 53 FR 2833, Feb. 2, 1988; 60 FR 34851, July 5, 1995; 65 FR 70311, Nov. 22, 2000]
§ 645.211 State transportation department accommodation policies.
The FHWA should use the current editions of the AASHTO publications, “A Guide for Accommodating Utilities Within Highway Right-of-Way” and “Roadside Design Guide” to assist in the evaluation of adequacy of STD utility accommodation policies. These publications are available for inspection from the FHWA Washington Headquarters and all FHWA Division Offices as prescribed in 49 CFR part 7. Copies of current AASHTO publications are available for purchase from the American Association of State Highway and Transportation Officials, Suite 225, 444 North Capitol Street NW., Washington, DC 20001, or electronically at http://www.aashto.org. At a minimum, such policies shall make adequate provisions with respect to the following:
(a) Utilities must be accommodated and maintained in a manner which will not impair the highway or adversely affect highway or traffic safety. Uniform procedures controlling the manner, nature and extent of such utility use shall be established.
(b) Consideration shall be given to the effect of utility installations in regard to safety, aesthetic quality, and the costs or difficulty of highway and utility construction and maintenance.
(c) The State transportation department's standards for regulating the use and occupancy of highway right-of-way by utilities must include, but are not limited to, the following:
(1) The horizontal and vertical location requirements and clearances for the various types of utilities must be clearly stated. These must be adequate to ensure compliance with the clear roadside policies for the particular highway involved.
(2) The applicable provisions of government or industry codes required by law or regulation must be set forth or appropriately referenced, including highway design standards or other measures which the State transportation department deems necessary to provide adequate protection to the highway, its safe operation, aesthetic quality, and maintenance.
(3) Specifications for and methods of installation; requirements for preservation and restoration of highway facilities, appurtenances, and natural features and vegetation on the right-of-way; and limitations on the utility's activities within the right-of-way including installation within areas set forth by § 645.209(h) of this part should be prescribed as necessary to protect highway interests.
(4) Measures necessary to protect traffic and its safe operation during and after installation of facilities, including control-of-access restrictions, provisions for rerouting or detouring traffic, traffic control measures to be employed, procedures for utility traffic control plans, limitations on vehicle parking and materials storage, protection of open excavations, and the like must be provided.
(5) A State transportation department may deny a utility's request to occupy highway right-of-way based on State law, regulation, or ordinances or the State transportation department's policy. However, in any case where the provisions of this part are to be cited as the basis for disapproving a utility's request to use and occupy highway right-of-way, measures must be provided to evaluate the direct and indirect environmental and economic effects of any loss of productive agricultural land or any impairment of the productivity of any agricultural land that would result from the disapproval. The environmental and economic effects on productive agricultural land together with the possible interference with or impairment of the use of the highway and the effect on highway safety must be considered in the decision to disapprove any proposal by a utility to use such highway right-of-way.
(d) Compliance with applicable State laws and approved State transportation department utility accommodation policies must be assured. The responsible State transportation department's file must contain evidence of the written arrangements which set forth the terms under which utility facilities are to cross or otherwise occupy highway right-of-way. All utility installations made on highway right-of-way shall be subject to written approval by the State transportation department. However, such approval will not be required where so provided in the use and occupancy agreement for such matters as utility facility maintenance, installation of service connections on highways other than freeways, or emergency operations.
(e) The State transportation department shall set forth in its utility accommodation plan detailed procedures, criteria, and standards it will use to evaluate and approve individual applications of utilities on freeways under the provisions of § 645.209(c) of this part. The State transportation department also may develop such procedures, criteria and standards by class of utility. In defining utility classes, consideration may be given to distinguishing utility services by type, nature or function and their potential impact on the highway and its user.
(f) The means and authority for enforcing the control of access restrictions applicable to utility use of controlled access highway facilities should be clearly set forth in the State transportation department plan.
(Information collection requirements in paragraphs (a), (b) and (c) were approved under control number 2125-0522, and paragraph (d) under control number 2125-0514)
[50 FR 20354, May 15, 1985, as amended at 53 FR 2834, Feb. 2, 1988; 55 FR 25828, June 25, 1990; 65 FR 70312, Nov. 22, 2000]
§ 645.213 Use and occupancy agreements (permits).
The written arrangements, generally in the form of use and occupancy agreements setting forth the terms under which the utility is to cross or otherwise occupy the highway right-of-way, must include or incorporate by reference:
(a) The transportation department standards for accommodating utilities. Since all of the standards will not be applicable to each individual utility installation, the use and occupancy agreement must, as a minimum, describe the requirements for location, construction, protection of traffic, maintenance, access restriction, and any special conditions applicable to each installation.
(b) A general description of the size, type, nature, and extent of the utility facilities being located within the highway right-of-way.
(c) Adequate drawings or sketches showing the existing and/or proposed location of the utility facilities within the highway right-of-way with respect to the existing and/or planned highway improvements, the traveled way, the right-of-way lines and, where applicable, the control of access lines and approved access points.
(d) The extent of liability and responsibilities associated with future adjustment of the utilities to accommodate highway improvements.
(e) The action to be taken in case of noncompliance with the transportation department's requirements.
(f) Other provisions as deemed necessary to comply with laws and regulations.
(Approved by the Office of Management and Budget under control number 2125-0522)
§ 645.215 Approvals.
(a) Each State transportation department shall submit a statement to the FHWA on the authority of utilities to use and occupy the right-of-way of State highways, the State transportation department's power to regulate such use, and the policies the State transportation department employs or proposes to employ for accommodating utilities within the right-of-way Federal-aid highways under its jurisdiction. Statements previously submitted and approved by the FHWA need not be resubmitted provided the statement adequately addresses the requirements of this part. When revisions are deemed necessary the changes to the previously approved statement may be submitted separately to the FHWA for approval. The State transportation department shall include similar information on the use and occupancy of such highways by private lines where permitted. The State shall identify those areas, if any, of Federal-aid highways within its borders where the State transportation department is without legal authority to regulate use by utilities. The statement shall address the nature of the formal agreements with local officials required by § 645.209(g) of this part. It is expected that the statements required by this part or necessary revisions to previously submitted and approved statements will be submitted to FHWA within 1 year of the effective date of this regulation.
(b) Upon determination by the FHWA that a State transportation department's policies satisfy the provisions of 23 U.S.C. 109, 111, and 116, and 23 CFR 1.23 and 1.27, and meet the requirements of this regulation, the FHWA will approve their use on Federal-aid highway projects in that State
(c) Any changes, additions or deletions the State transportation department proposes to the approved policies are subject to FHWA approval.
(d) When a utility files a notice or makes an individual application or request to a STD to use or occupy the right-of-way of a Federal-aid highway project, the STD is not required to submit the matter to the FHWA for prior concurrence, except when the proposed installation is not in accordance with this regulation or with the STD's utility accommodation policy approved by the FHWA for use on Federal-aid highway projects.
(e) The State transportation department's practices under the policies or agreements approved under § 645.215(b) of this part shall be periodically reviewed by the FHWA.
(Information collection requirements in paragraph (a) were approved by the Office of Management and Budget under control number 2125-0514)
[50 FR 20354, May 15, 1985, as amended at 53 FR 2834, Feb. 2, 1988; 60 FR 34851, July 5, 1995; 65 FR 70312, Nov. 22, 2000]
Subpart C Broadband Infrastructure Deployment
Source: 86 FR 68559, Dec. 3, 2021, unless otherwise noted.
§ 645.301 Purpose.
To prescribe additional requirements to facilitate the installation of broadband infrastructure pursuant to 47 U.S.C. 1504.
§ 645.303 Applicability.
This subpart applies to each State that receives funds under Chapter 1 of Title 23 of the U.S.C. and only to activities for which Federal obligations or expenditures are initially approved on or after the effective date of this subpart.
§ 645.305 Definitions.
For purposes of this subpart, the terms defined in 47 U.S.C. 1504(a) shall have the same meaning where used in these regulations, notwithstanding other provisions of this part or Title 23 of the U.S.C.
§ 645.307 General requirements.
(a) A State department of transportation, in consultation with appropriate State agencies, shall:
(1) Identify a broadband utility coordinator, whether in the State department of transportation or in another State agency, that is responsible for facilitating the broadband infrastructure right-of-way efforts within the State. The broadband utility coordinator may have additional responsibilities.
(2) Establish a process for the registration of broadband infrastructure entities that seek to be included in those broadband infrastructure right-of-way facilitation efforts within the State.
(3) Establish a process to notify electronically broadband infrastructure entities identified under subsection (2) of the State Transportation Improvement Program on an annual basis and provide additional notifications as necessary to achieve the goals of this subpart; and
(4) Coordinate initiatives carried out under this subpart with other statewide telecommunication and broadband plans and State and local transportation and land use plans, including strategies to minimize repeated excavations that involve the installation of broadband infrastructure in a right-of-way.
(b) If a State chooses to provide for the installation of broadband infrastructure in the right-of-way of an applicable Federal-aid highway project under this section, the State department of transportation shall carry out any appropriate measures to ensure that any existing broadband infrastructure entities are not disadvantaged, as compared to other broadband infrastructure entities, with respect to the program under this section.
§ 645.309 Limitations.
Nothing in this subpart establishes a mandate or requirement that a State install or allow the installation of broadband infrastructure in a highway right-of-way. Nothing in this subpart authorizes the Secretary to withhold or reserve funds or approval of a project under Title 23 of the U.S.C.
PART 646 RAILROADS
Authority: 23 U.S.C. 109(e), 120(c), 130, 133(d)(1), and 315; 49 CFR 1.48(b).
Subpart A Railroad-Highway Insurance Protection
Source: 39 FR 36474, Oct. 10, 1974, unless otherwise noted.
§ 646.101 Purpose.
The purpose of this part is to prescribe provisions under which Federal funds may be applied to the costs of public liability and property damage insurance obtained by contractors (a) for their own operations, and (b) on behalf of railroads on or about whose right-of-way the contractors are required to work in the construction of highway projects financed in whole or in part with Federal funds.
§ 646.103 Application.
(a) This part applies:
(1) To a contractors' legal liability for bodily injury to, or death of, persons and for injury to, or destruction of, property.
(2) To the liability which may attach to railroads for bodily injury to, or death of, persons and for injury to, or destruction of, property.
(3) To damage to property owned by or in the care, custody or control of the railroads, both as such liability or damage may arise out of the contractor's operations, or may result from work performed by railroads at or about railroad rights-of-way in connection with projects financed in whole or in part with Federal funds.
(b) Where the highway construction is under the direct supervision of the Federal Highway Administration (FHWA), all references herein to the State shall be considered as references to the FHWA.
§ 646.105 Contractor's public liability and property damage insurance.
(a) Contractors may be subject to liability with respect to bodily injury to or death of persons, and injury to, or destruction of property, which may be suffered by persons other than their own employees as a result of their operations in connection with construction of highway projects located in whole or in part within railroad right-of-way and financed in whole or in part with Federal funds. Protection to cover such liability of contractors shall be furnished under regular contractors' public liability and property damage insurance policies issued in the names of the contractors. Such policies shall be so written as to furnish protection to contractors respecting their operations in performing work covered by their contract.
(b) Where a contractor sublets a part of the work on any project to a subcontractor, the contractor shall be required to secure insurance protection in his own behalf under contractor's public liability and property damage insurance policies to cover any liability imposed on him by law for damages because of bodily injury to, or death of, persons and injury to, or destruction of, property as a result of work undertaken by such subcontractors. In addition, the contractor shall provide for and on behalf of any such subcontractors protection to cover like liability imposed upon the latter as a result of their operations by means of separate and individual contractor's public liability and property damage policies; or, in the alternative, each subcontractor shall provide satisfactory insurance on his own behalf to cover his individual operations.
(c) The contractor shall furnish to the State highway department evidence satisfactory to such department and to the FHWA that the insurance coverages required herein have been provided. The contractor shall also furnish a copy of such evidence to the railroad or railroads involved. The insurance specified shall be kept in force until all work required to be performed shall have been satisfactorily completed and accepted in accordance with the contract under which the construction work is undertaken.
§ 646.107 Railroad protective insurance.
In connection with highway projects for the elimination of hazards of railroad-highway crossings and other highway construction projects located in whole or in part within railroad right-of-way, railroad protective liability insurance shall be purchased on behalf of the railroad by the contractor. The standards for railroad protective insurance established by §§ 646.109 through 646.111 shall be adhered to insofar as the insurance laws of the State will permit.
[39 FR 36474, Oct. 10, 1974, as amended at 47 FR 33955, Aug. 5, 1982]
§ 646.109 Types of coverage.
(a) Coverage shall be limited to damage suffered by the railroad on account of occurrences arising out of the work of the contractor on or about the railroad right-of-way, independent of the railroad's general supervision or control, except as noted in § 646.109(b)(4).
(b) Coverage shall include:
(1) Death of or bodily injury to passengers of the railroad and employees of the railroad not covered by State workmen's compensation laws;
(2) Personal property owned by or in the care, custody or control of the railroads;
(3) The contractor, or any of his agents or employees who suffer bodily injury or death as the result of acts of the railroad or its agents, regardless of the negligence of the railroad;
(4) Negligence of only the following classes of railroad employees:
(i) Any supervisory employee of the railroad at the job site;
(ii) Any employee of the railroad while operating, attached to, or engaged on, work trains or other railroad equipment at the job site which are assigned exclusively to the contractor; or
(iii) Any employee of the railroad not within (b)(4) (i) or (ii) who is specifically loaned or assigned to the work of the contractor for prevention of accidents or protection of property, the cost of whose services is borne specifically by the contractor or governmental authority.
§ 646.111 Amount of coverage.
(a) The maximum dollar amounts of coverage to be reimbursed from Federal funds with respect to bodily injury, death and property damage is limited to a combined amount of $2 million per occurrence with an aggregate of $6 million applying separately to each annual period except as provided in paragraph (b) of this section.
(b) In cases involving real and demonstrable danger of appreciably higher risks, higher dollar amounts of coverage for which premiums will be reimbursable from Federal funds shall be allowed. These larger amounts will depend on circumstances and shall be written for the individual project in accordance with standard underwriting practices upon approval of the FHWA.
[39 FR 36474, Oct. 10, 1974, as amended at 47 FR 33955, Aug. 5, 1982]
Subpart B Railroad-Highway Projects
Source: 40 FR 16059, Apr. 9, 1975, unless otherwise noted.
§ 646.200 Purpose and applicability.
(a) The purpose of this subpart is to prescribe policies and procedures for advancing Federal-aid projects involving railroad facilities.
(b) This subpart, and all references hereinafter made to projects, applies to Federal-aid projects involving railroad facilities, including projects for the elimination of hazards of railroad-highway crossings, and other projects which use railroad properties or which involve adjustments required by highway construction to either railroad facilities or facilities that are jointly owned or used by railroad and utility companies.
(c) Additional instructions for projects involving the elimination of hazards of railroad/highway grade crossings pursuant to 23 U.S.C. 130 are set forth in 23 CFR part 924.
(d) Procedures on reimbursement for projects undertaken pursuant to this subpart are set forth in 23 CFR part 140, subpart I.
(e) Procedures on insurance required of contractors working on or about railroad right-of-way are set forth in 23 CFR part 646, subpart A.
[40 FR 16059, Apr. 9, 1975, as amended at 45 FR 20795, Mar. 31, 1980; 62 FR 45328, Aug. 27, 1997]
§ 646.202 [Reserved]
§ 646.204 Definitions.
For the purposes of this subpart, the following definitions apply:
Active warning devices means those traffic control devices activated by the approach or presence of a train, such as flashing light signals, automatic gates and similar devices, as well as manually operated devices and crossing watchmen, all of which display to motorists positive warning of the approach or presence of a train.
Company shall mean any railroad or utility company including any wholly owned or controlled subsidiary thereof.
Construction shall mean the actual physical construction to improve or eliminate a railroad-highway grade crossing or accomplish other railroad involved work.
A diagnostic team means a group of knowledgeable representatives of the parties of interest in a railroad-highway crossing or a group of crossings.
Main line railroad track means a track of a principal line of a railroad, including extensions through yards, upon which trains are operated by timetable or train order or both, or the use of which is governed by block signals or by centralized traffic control.
Passive warning devices means those types of traffic control devices, including signs, markings and other devices, located at or in advance of grade crossings to indicate the presence of a crossing but which do not change aspect upon the approach or presence of a train.
Preliminary engineering shall mean the work necessary to produce construction plans, specifications, and estimates to the degree of completeness required for undertaking construction thereunder, including locating, surveying, designing, and related work.
Railroad shall mean all rail carriers, publicly-owned, private, and common carriers, including line haul freight and passenger railroads, switching and terminal railroads and passenger carrying railroads such as rapid transit, commuter and street railroads.
Utility shall mean the lines and facilities for producing, transmitting or distributing communications, power, electricity, light, heat, gas, oil, water, steam, sewer and similar commodities.
[40 FR 16059, Apr. 9, 1975, as amended at 62 FR 45328, Aug. 27, 1997]
§ 646.206 Types of projects.
(a) Projects for the elimination of hazards, to both vehicles and pedestrians, of railroad-highway crossings may include but are not limited to:
(1) Grade crossing elimination;
(2) Reconstruction of existing grade separations; and
(3) Grade crossing improvements.
(b) Other railroad-highway projects are those which use railroad properties or involve adjustments to railroad facilities required by highway construction but do not involve the elimination of hazards of railroad-highway crossings. Also included are adjustments to facilities that are jointly owned or used by railroad and utility companies.
§ 646.208 Funding.
(a) Railroad/highway crossing projects may be funded through the Federal-aid funding source appropriate for the involved project.
(b) Projects for the elimination of hazards at railroad/highway crossings may, at the option of the State, be funded with the funds provided by 23 U.S.C. 133(d)(1).
[62 FR 45328, Aug. 27, 1997]
§ 646.210 Classification of projects and railroad share of the cost.
(a) State laws requiring railroads to share in the cost of work for the elimination of hazards at railroad-highway crossings shall not apply to Federal-aid projects.
(b) Pursuant to 23 U.S.C. 130(b), and 49 CFR 1.48:
(1) Projects for grade crossing improvements are deemed to be of no ascertainable net benefit to the railroads and there shall be no required railroad share of the costs.
(2) Projects for the reconstruction of existing grade separations are deemed to generally be of no ascertainable net benefit to the railroad and there shall be no required railroad share of the costs, unless the railroad has a specific contractual obligation with the State or its political subdivision to share in the costs.
(3) On projects for the elimination of existing grade crossings at which active warning devices are in place or ordered to be installed by a State regulatory agency, the railroad share of the project costs shall be 5 percent.
(4) On projects for the elimination of existing grade crossings at which active warning devices are not in place and have not been ordered installed by a State regulatory agency, or on projects which do not eliminate an existing crossing, there shall be no required railroad share of the project cost.
(c) The required railroad share of the cost under § 646.210(b)(3) shall be based on the costs for preliminary engineering, right-of-way and construction within the limits described below:
(1) Where a grade crossing is eliminated by grade separation, the structure and approaches required to transition to a theoretical highway profile which would have been constructed if there were no railroad present, for the number of lanes on the existing highway and in accordance with the current design standards of the State highway agency.
(2) Where another facility, such as a highway or waterway, requiring a bridge structure is located within the limits of a grade separation project, the estimated cost of a theoretical structure and approaches as described in § 646.210(c)(1) to eliminate the railroad-highway grade crossing without considering the presence of the waterway or other highway.
(3) Where a grade crossing is eliminated by railroad or highway relocation, the actual cost of the relocation project, the estimated cost of the relocation project, or the estimated cost of a structure and approaches as described in § 646.210(c)(1), whichever is less.
(d) Railroads may voluntarily contribute a greater share of project costs than is required. Also, other parties may voluntarily assume the railroad's share.
§ 646.212 Federal share.
(a) General. (1) Federal funds are not eligible to participate in costs incurred solely for the benefit of the railroad.
(2) At grade separations Federal funds are eligible to participate in costs to provide space for more tracks than are in place when the railroad establishes to the satisfaction of the State highway agency and FHWA that it has a definite demand and plans for installation of the additional tracks within a reasonable time.
(3) The Federal share of the cost of a grade separation project shall be based on the cost to provide horizontal and/or vertical clearances used by the railroad in its normal practice subject to limitations as shown in the appendix or as required by a State regulatory agency.
(b) The Federal share of railroad/highway crossing projects may be:
(1) Regular pro rata sharing as provided by 23 U.S.C. 120(a) and 120(b).
(2) One hundred percent Federal share, as provided by 23 U.S.C. 120(c).
(3) Ninety percent Federal share for funds made available through 23 U.S.C. 133(d)(1).
[40 FR 16059, Apr. 9, 1975, as amended at 47 FR 33955, Aug. 5, 1982; 53 FR 32218, Aug. 24, 1988; 62 FR 45328, Aug. 27, 1997]
§ 646.214 Design.
(a) General. (1) Facilities that are the responsibility of the railroad for maintenance and operation shall conform to the specifications and design standards used by the railroad in its normal practice, subject to approval by the State highway agency and FHWA.
(2) Facilities that are the responsibility of the highway agency for maintenance and operation shall conform to the specifications and design standards and guides used by the highway agency in its normal practice for Federal-aid projects.
(b) Grade crossing improvements. (1) All traffic control devices proposed shall comply with the latest edition of the Manual on Uniform Traffic Control Devices for Streets and Highways supplemented to the extent applicable by State standards.
(2) Pursuant to 23 U.S.C. 109(e), where a railroad-highway grade crossing is located within the limits of or near the terminus of a Federal-aid highway project for construction of a new highway or improvement of the existing roadway, the crossing shall not be opened for unrestricted use by traffic or the project accepted by FHWA until adequate warning devices for the crossing are installed and functioning properly.
(3)(i) Adequate warning devices, under § 646.214(b)(2) or on any project where Federal-aid funds participate in the installation of the devices are to include automatic gates with flashing light signals when one or more of the following conditions exist:
(A) Multiple main line railroad tracks.
(B) Multiple tracks at or in the vicinity of the crossing which may be occupied by a train or locomotive so as to obscure the movement of another train approaching the crossing.
(C) High Speed train operation combined with limited sight distance at either single or multiple track crossings.
(D) A combination of high speeds and moderately high volumes of highway and railroad traffic.
(E) Either a high volume of vehicular traffic, high number of train movements, substantial numbers of schoolbuses or trucks carrying hazardous materials, unusually restricted sight distance, continuing accident occurrences, or any combination of these conditions.
(F) A diagnostic team recommends them.
(ii) In individual cases where a diagnostic team justifies that gates are not appropriate, FHWA may find that the above requirements are not applicable.
(4) For crossings where the requirements of § 646.214(b)(3) are not applicable, the type of warning device to be installed, whether the determination is made by a State regulatory agency, State highway agency, and/or the railroad, is subject to the approval of FHWA.
(c) Grade crossing elimination. All crossings of railroads and highways at grade shall be eliminated where there is full control of access on the highway (a freeway) regardless of the volume of railroad or highway traffic.
[40 FR 16059, Apr. 9, 1975, as amended at 47 FR 33955, Aug. 5, 1982; 62 FR 45328, Aug. 27, 1997]
§ 646.216 General procedures.
(a) General. Unless specifically modified herein, applicable Federal-aid procedures govern projects undertaken pursuant to this subpart.
(b) Preliminary engineering and engineering services. (1) As mutually agreed to by the State highway agency and railroad, and subject to the provisions of § 646.216(b)(2), preliminary engineering work on railroad-highway projects may be accomplished by one of the following methods:
(i) The State or railroad's engineering forces;
(ii) An engineering consultant selected by the State after consultation with the railroad, and with the State administering the contract; or
(iii) An engineering consultant selected by the railroad, with the approval of the State and with the railroad administering the contract.
(2) Where a railroad is not adequately staffed, Federal-aid funds may participate in the amounts paid to engineering consultants and others for required services, provided such amounts are not based on a percentage of the cost of construction, either under contracts for individual projects or under existing written continuing contracts where such work is regularly performed for the railroad in its own work under such contracts at reasonable costs.
(c) Rights-of-way. (1) Acquisition of right-of-way by a State highway agency on behalf of a railroad or acquisition of nonoperating real property from a railroad shall be in accordance with the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. 4601 et seq.) and applicable FHWA right-of-way procedures in 23 CFR, chapter I, subchapter H. On projects for the elimination of hazards of railroad-highway crossings by the relocation of railroads, acquisition or replacement right-of-way by a railroad shall be in accordance with 42 U.S.C. 4601 et seq.
(2) Where buildings and other depreciable structures of the railroad (such as signal towers, passenger stations, depots, and other buildings, and equipment housings) which are integral to operation of railroad traffic are wholly or partly affected by a highway project, the costs of work necessary to functionally restore such facilities are eligible for participation. However, when replacement of such facilities is necessary, credits shall be made to the cost of the project for:
(i) Accrued depreciation, which is that amount based on the ratio between the period of actual length of service and total life expectancy applied to the original cost.
(ii) Additions or improvements which provide higher quality or increased service capability of the facility and which are provided solely for the benefit of the railroad.
(iii) Actual salvage value of the material recovered from the facility being replaced. Total credits to a project shall not be required in excess of the replacement cost of the facility.
(3) Where Federal funds participate in the cost of replacement right-of-way, there will be no charge to the project for the railroad's existing right-of-way being transferred to the State highway agency except when the value of the right-of-way being taken exceeds the value of the replacement right-of-way.
(d) State-railroad agreements. (1) Where construction of a Federal-aid project requires use of railroad properties or adjustments to railroad facilities, there shall be an agreement in writing between the State highway agency and the railroad company.
(2) The written agreement between the State and the railroad shall, as a minimum include the following, where applicable:
(i) The provisions of this subpart and of 23 CFR part 140, subpart I, incorporated by reference.
(ii) A detailed statement of the work to be performed by each party.
(iii) Method of payment (either actual cost or lump sum),
(iv) For projects which are not for the elimination of hazards of railroad-highway crossings, the extent to which the railroad is obligated to move or adjust its facilities at its own expense,
(v) The railroad's share of the project cost,
(vi) An itemized estimate of the cost of the work to be performed by the railroad,
(vii) Method to be used for performing the work, either by railroad forces or by contract,
(viii) Maintenance responsibility,
(ix) Form, duration, and amounts of any needed insurance,
(x) Appropriate reference to or identification of plans and specifications,
(xi) Statements defining the conditions under which the railroad will provide or require protective services during performance of the work, the type of protective services and the method of reimbursement to the railroad, and
(xii) Provisions regarding inspection of any recovered materials.
(3) On work to be performed by the railroad with its own forces and where the State highway agency and railroad agree, subject to approval by FHWA, an agreement providing for a lump sum payment in lieu of later determination of actual costs may be used for any of the following:
(i) Installation or improvement of grade crossing warning devices and/or grade crossing surfaces, regardless of cost, or
(ii) Any other eligible work where the estimated cost to the State of the proposed railroad work does not exceed $100,000 or
(iii) Where FHWA finds that the circumstances are such that this method of developing costs would be in the best interest of the public.
(4) Where the lump sum method of payment is used, periodic reviews and analyses of the railroad's methods and cost data used to develop lump sum estimates will be made.
(5) Master agreements between a State and a railroad on an areawide or statewide basis may be used. These agreements would contain the specifications, regulations, and provisions required in conjunction with work performed on all projects. Supporting data for each project or group of projects must, when combined with the master agreement by reference, satisfy the provisions of § 646.216(d)(2).
(6) Official orders issued by regulatory agencies will be accepted in lieu of State-railroad agreements only where, together with supplementary written understandings between the State and the railroad, they include the items required by § 646.216(d)(2).
(7) In extraordinary cases where FHWA finds that the circumstances are such that requiring such agreement or order would not be in the best interest of the public, projects may be approved for construction with the aid of Federal funds, provided satisfactory commitments have been made with respect to construction, maintenance and the railroad share of project costs.
(e) Authorizations. (1) The costs of preliminary engineering, right-of-way acquisition, and construction incurred after the date each phase of the work is included in an approved statewide transportation improvement program and authorized by the FHWA are eligible for Federal-aid participation. Preliminary engineering and right-of-way acquisition costs which are otherwise eligible, but incurred by a railroad prior to authorization by the FHWA, although not reimbursable, may be included as part of the railroad share of project cost where such a share is required.
(2) Prior to issuance of authorization by FHWA either to advertise the physical construction for bids or to proceed with force account construction for railroad work or for other construction affected by railroad work, the following must be accomplished:
(i) The plans, specifications and estimates must be approved by FHWA.
(ii) A proposed agreement between the State and railroad must be found satisfactory by FHWA. Before Federal funds may be used to reimburse the State for railroad costs the executed agreement must be approved by FHWA. However, cost for materials stockpiled at the project site or specifically purchased and delivered to the company for use on the project may be reimbursed on progress billings prior to the approval of the executed State-Railroad Agreement in accordance with 23 CFR 140.922(a) and § 646.218 of this part.
(iii) Adequate provisions must be made for any needed easements, right-of-way, temporary crossings for construction purposes or other property interests.
(iv) The pertinent portions of the State-railroad agreement applicable to any protective services required during performance of the work must be included in the project specifications and special provisions for any construction contract.
(3) In unusual cases, pending compliance with § 646.216(e)(2)(ii), (iii) and (iv), authorization may be given by FHWA to advertise for bids for highway construction under conditions where a railroad grants a right-of-entry to its property as necessary to prosecute the physical construction.
(f) Construction. (1) Construction may be accomplished by:
(i) Railroad force account,
(ii) Contracting with the lowest qualified bidder based on appropriate solicitation,
(iii) Existing continuing contracts at reasonable costs, or
(iv) Contract without competitive bidding, for minor work, at reasonable costs.
(2) Reimbursement will not be made for any increased costs due to changes in plans:
(i) For the convenience of the contractor, or
(ii) Not approved by the State and FHWA.
(3) The State and FHWA shall be afforded a reasonable opportunity to inspect materials recovered by the railroad prior to disposal by sale or scrap. This requirement will be satisfied by the railroad giving written notice, or oral notice with prompt written confirmation, to the State of the time and place where the materials will be available for inspection. The giving of notice is the responsibility of the railroad, and it may be held accountable for full value of materials disposed of without notice.
(4) In addition to normal construction costs, the following construction costs are eligible for participation with Federal-aid funds when approved by the State and FHWA:
(i) The cost of maintaining temporary facilities of a railroad company required by and during the highway construction to the extent that such costs exceed the documented normal cost of maintaining the permanent facilities.
(ii) The cost of stage or extended construction involving grade corrections and/or slope stabilization for permanent tracks of a railroad which are required to be relocated on new grade by the highway construction. Stage or extended construction will be approved by FHWA only when documentation submitted by the State establishes the proposed method of construction to be the only practical method and that the cost of the extended construction within the period specified is estimated to be less than the cost of any practicable alternate procedure.
(iii) The cost of restoring the company's service by adustments of existing facilities away from the project site, in lieu of and not to exceed the cost of replacing, adjusting or relocating facilities at the project site.
(iv) The cost of an addition or improvement to an existing railroad facility which is required by the highway construction.
[40 FR 16059, Apr. 9, 1975, as amended at 40 FR 29712, July 15, 1975; 47 FR 33956, Aug. 5, 1982; 62 FR 45328, Aug. 27, 1997]
§ 646.218 Simplified procedure for accelerating grade crossing improvements.
(a) The procedure set forth in this section is encouraged for use in simplifying and accelerating the processing of single or multiple grade crossing improvements.
(b) Eligible preliminary engineering costs may include those incurred in selecting crossings to be improved, determining the type of improvement for each crossing, estimating the cost and preparing the required agreement.
(c) The written agreement between a State and a railroad shall contain as a minimum:
(1) Identification of each crossing location.
(2) Description of improvement and estimate of cost for each crossing location.
(3) Estimated schedule for completion of work at each location.
(d) Following programming, authorization and approval of the agreement under § 646.218(c), FHWA may authorize construction, including acquisition of warning device materials, with the condition that work at any particular location will not be undertaken until the proposed or executed State-railroad agreement under § 646.216(d)(2) is found satisfactory by FHWA and the final plans, specifications, and estimates are approved and with the condition that only material actually incorporated into the project will be eligible for Federal participation.
(e) Work programmed and authorized under this simplified procedure should include only that which can reasonably be expected to reach the construction stage within one year and be completed within two years after the initial authorization date.
§ 646.220 Alternate Federal-State procedure.
(a) On other than Interstate projects, an alternate procedure may be used, at the election of the State, for processing certain types of railroad-highway work. Under this procedure, the State highway agency will act in the relative position of FHWA for reviewing and approving projects.
(b) The scope of the State's approval authority under the alternate procedure includes all actions necessary to advance and complete the following types of railroad-highway work:
(1) All types of grade crossing improvements under § 646.206(a)(3).
(2) Minor adjustments to railroad facilities under § 646.206(b).
(c) The following types of work are to be reviewed and approved in the normal manner, as prescribed elsewhere in this subpart.
(1) All projects under § 646.206(a) (1) and (2).
(2) Major adjustments to railroad facilities under § 646.206(b).
(d) Any State wishing to adopt the alternate procedure may file a formal application for approval by FHWA. The application must include the following:
(1) The State's written policies and procedures for administering and processing Federal-aid railroad-highway work, which make adequate provisions with respect to all of the following:
(i) Compliance with the provisions of title 23 U.S.C., title 23 CFR, and other applicable Federal laws and Executive Orders.
(ii) Compliance with this subpart and 23 CFR part 140, subpart I and 23 CFR part 172.
(iii) For grade crossing safety improvements, compliance with the requirements of 23 CFR part 924.
(2) A statement signed by the Chief Administrative Officer of the State highway agency certifying that:
(i) The work will be done in accordance with the applicable provisions of the State's policies and procedures submitted under § 646.220(d)(1), and
(ii) Reimbursement will be requested in only those costs properly attributable to the highway construction and eligible for Federal fund participation.
(e) When FHWA has approved the alternate procedure, it may authorize the State to proceed in accordance with the State's certification, subject to the following conditions:
(1) The work has been programmed.
(2) The State submits in writing a request for such authorization which shall include a list of the improvements or adjustments to be processed under the alternate procedure, along with the best available estimate of cost.
(f) The FHWA Regional Administrator may suspend approval of the certified procedure, where FHWA reviews disclose noncompliance with the certification. Federal-aid funds will not be eligible to participate in costs that do not qualify under § 646.220(d)(1).
[40 FR 16059, Apr. 9, 1975; 40 FR 29712, July 15, 1975; 40 FR 31211, July 25, 1975; 42 FR 30835, June 17, 1977, as amended at 45 FR 20795, Mar. 31, 1980]
Appendix to Subpart B of Part 646 Horizontal and Vertical Clearance Provisions for Overpass and Underpass Structures
The following implements provisions of 23 CFR 646.212(a)(3).
a. Lateral Geometrics
A cross section with a horizontal distance of 6.1 meters, measured at right angles from the centerline of track at the top of rails, to the face of the embankment slope, may be approved. The 6.1-meters distance may be increased at individual structure locations as appropriate to provide for drainage if justified by a hydraulic analysis or to allow adequate room to accommodate special conditions, such as where heavy and drifting snow is a problem. The railroad must demonstrate that this is its normal practice to address these special conditions in the manner proposed. Additionally, this distance may also be increased up to 2.5 meters as may be necessary for off-track maintenance equipment, provided adequate horizontal clearance is not available in adjacent spans and where justified by the presence of an existing maintenance road or by evidence of future need for such equipment. All piers should be placed at least 2.8 meters horizontally from the centerline of the track and preferably beyond the drainage ditch. For multiple track facilities, all dimensions apply to the centerline of the outside track.
Any increase above the 6.1-meters horizontal clearance distance must be required by specific site conditions and be justified by the railroad to the satisfaction of the State highway agency (SHA) and the FHWA.
b. Vertical Clearance
A vertical clearance of 7.1 meters above the top of rails, which includes an allowance for future ballasting of the railroad tracks, may be approved. Vertical clearance greater than 7.1 meters may be approved when the State regulatory agency having jurisdiction over such matters requires a vertical clearance in excess of 7.1 meters or on a site by site basis where justified by the railroad to the satisfaction of the SHA and the FHWA. A railroad's justification for increased vertical clearance should be based on an analysis of engineering, operational and/or economic conditions at a specific structure location.
Federal-aid highway funds are also eligible to participate in the cost of providing vertical clearance greater than 7.1 meters where a railroad establishes to the satisfaction of a SHA and the FHWA that it has a definite formal plan for electrification of its rail system where the proposed grade separation project is located. The plan must cover a logical independent segment of the rail system and be approved by the railroad's corporate headquarters. For 25 kv line, a vertical clearance of 7.4 meters may be approved. For 50 kv line, a vertical clearance of 8.0 meters may be approved.
A railroad's justification to support its plan for electrification shall include maps and plans or drawings showing those lines to be electrified; actions taken by its corporate headquarters committing it to electrification including a proposed schedule; and actions initiated or completed to date implementing its electrification plan such as a showing of the amounts of funds and identification of structures, if any, where the railroad has expended its own funds to provide added clearance for the proposed electrification. If available, the railroad's justification should include information on its contemplated treatment of existing grade separations along the section of its rail system proposed for electrification.
The cost of reconstructing or modifying any existing railroad-highway grade separation structures solely to accommodate electrification will not be eligible for Federal-aid highway fund participation.
c. Railroad Structure Width
Two and eight tenths meters of structure width outside of the centerline of the outside tracks may be approved for a structure carrying railroad tracks. Greater structure width may be approved when in accordance with standards established and used by the affected railroad in its normal practice.
In order to maintain continuity of off-track equipment roadways at structures carrying tracks over limited access highways, consideration should be given at the preliminary design stage to the feasibility of using public road crossings for this purpose. Where not feasible, an additional structure width of 2.5 meters may be approved if designed for off-track equipment only.
[53 FR 32218, Aug. 24, 1988, as amended at 62 FR 45328, Aug. 27, 1997]
PART 650 BRIDGES, STRUCTURES, AND HYDRAULICS
Authority: 23 U.S.C. 119, 144, and 315.
Subpart A Location and Hydraulic Design of Encroachments on Flood Plains
Source: 44 FR 67580, Nov. 26, 1979, unless otherwise noted.
§ 650.101 Purpose.
To prescribe Federal Highway Administration (FHWA) policies and procedures for the location and hydraulic design of highway encroachments on flood plains, including direct Federal highway projects administered by the FHWA.
§ 650.103 Policy.
It is the policy of the FHWA:
(a) To encourage a broad and unified effort to prevent uneconomic, hazardous or incompatible use and development of the Nation's flood plains,
(b) To avoid longitudinal encroachments, where practicable,
(c) To avoid significant encroachments, where practicable,
(d) To minimize impacts of highway agency actions which adversely affect base flood plains,
(e) To restore and preserve the natural and beneficial flood-plain values that are adversely impacted by highway agency actions,
(f) To avoid support of incompatible flood-plain development,
(g) To be consistent with the intent of the Standards and Criteria of the National Flood Insurance Program, where appropriate, and
(h) To incorporate “A Unified National Program for Floodplain Management” of the Water Resources Council into FHWA procedures.
§ 650.105 Definitions.
(a) Action shall mean any highway construction, reconstruction, rehabilitation, repair, or improvement undertaken with Federal or Federal-aid highway funds or FHWA approval.
(b) Base flood shall mean the flood or tide having a 1-percent chance of being exceeded in any given year.
(c) Base flood plain shall mean the area subject to flooding by the base flood.
(d) Design Flood shall mean the peak discharge, volume if appropriate, stage or wave crest elevation of the flood associated with the probability of exceedance selected for the design of a highway encroachment. By definition, the highway will not be inundated from the stage of the design flood.
(e) Encroachment shall mean an action within the limits of the base flood plain.
(f) Floodproof shall mean to design and construct individual buildings, facilities, and their sites to protect against structural failure, to keep water out or to reduce the effects of water entry.
(g) Freeboard shall mean the vertical clearance of the lowest structural member of the bridge superstructure above the water surface elevation of the overtopping flood.
(h) Minimize shall mean to reduce to the smallest practicable amount or degree.
(i) Natural and beneficial flood-plain values shall include but are not limited to fish, wildlife, plants, open space, natural beauty, scientific study, outdoor recreation, agriculture, aquaculture, forestry, natural moderation of floods, water quality maintenance, and groundwater recharge.
(j) Overtopping flood shall mean the flood described by the probability of exceedance and water surface elevation at which flow occurs over the highway, over the watershed divide, or through structure(s) provided for emergency relief.
(k) Practicable shall mean capable of being done within reasonable natural, social, or economic constraints.
(l) Preserve shall mean to avoid modification to the functions of the natural flood-plain environment or to maintain it as closely as practicable in its natural state.
(m) Regulatory floodway shall mean the flood-plain area that is reserved in an open manner by Federal, State or local requirements, i.e., unconfined or unobstructed either horizontally or vertically, to provide for the discharge of the base flood so that the cumulative increase in water surface elevation is no more than a designated amount (not to exceed 1 foot as established by the Federal Emergency Management Agency (FEMA) for administering the National Flood Insurance Program).
(n) Restore shall mean to reestablish a setting or environment in which the functions of the natural and beneficial flood-plain values adversely impacted by the highway agency action can again operate.
(o) Risk shall mean the consequences associated with the probability of flooding attributable to an encroachment. It shall include the potential for property loss and hazard to life during the service life of the highway.
(p) Risk analysis shall mean an economic comparison of design alternatives using expected total costs (construction costs plus risk costs) to determine the alternative with the least total expected cost to the public. It shall include probable flood-related costs during the service life of the facility for highway operation, maintenance, and repair, for highway-aggravated flood damage to other property, and for additional or interrupted highway travel.
(q) Significant encroachment shall mean a highway encroachment and any direct support of likely base flood-plain development that would involve one or more of the following construction-or flood-related impacts:
(1) A significant potential for interruption or termination of a transportation facility which is needed for emergency vehicles or provides a community's only evacuation route.
(2) A significant risk, or
(3) A significant adverse impact on natural and beneficial flood-plain values.
(r) Support base flood-plain development shall mean to encourage, allow, serve, or otherwise facilitate additional base flood-plain development. Direct support results from an encroachment, while indirect support results from an action out of the base flood plain.
§ 650.107 Applicability.
(a) The provisions of this regulation shall apply to all encroachments and to all actions which affect base flood plains, except for repairs made with emergency funds (23 CFR part 668) during or immediately following a disaster.
(b) The provisions of this regulation shall not apply to or alter approvals or authorizations which were given by FHWA pursuant to regulations or directives in effect before the effective date of this regulation.
§ 650.109 Public involvement.
Procedures which have been established to meet the public involvement requirements of 23 CFR part 771 shall be used to provide opportunity for early public review and comment on alternatives which contain encroachments.
[53 FR 11065, Apr. 5, 1988]
§ 650.111 Location hydraulic studies.
(a) National Flood Insurance Program (NFIP) maps or information developed by the highway agency, if NFIP maps are not available, shall be used to determine whether a highway location alternative will include an encroachment.
(b) Location studies shall include evaluation and discussion of the practicability of alternatives to any longitudinal encroachments.
(c) Location studies shall include discussion of the following items, commensurate with the significance of the risk or environmental impact, for all alternatives containing encroachments and for those actions which would support base flood-plain development:
(1) The risks associated with implementation of the action,
(2) The impacts on natural and beneficial flood-plain values,
(3) The support of probable incompatible flood-plain development,
(4) The measures to minimize flood-plain impacts associated with the action, and
(5) The measures to restore and preserve the natural and beneficial flood-plain values impacted by the action.
(d) Location studies shall include evaluation and discussion of the practicability of alternatives to any significant encroachments or any support of incompatible flood-plain development.
(e) The studies required by § 650.111 (c) and (d) shall be summarized in environmental review documents prepared pursuant to 23 CFR part 771.
(f) Local, State, and Federal water resources and flood-plain management agencies should be consulted to determine if the proposed highway action is consistent with existing watershed and flood-plain management programs and to obtain current information on development and proposed actions in the affected watersheds.
§ 650.113 Only practicable alternative finding.
(a) A proposed action which includes a significant encroachment shall not be approved unless the FHWA finds that the proposed significant encroachment is the only practicable alternative. This finding shall be included in the final environmental document (final environmental impact statement or finding of no significant impact) and shall be supported by the following information:
(1) The reasons why the proposed action must be located in the flood plain,
(2) The alternatives considered and why they were not practicable, and
(3) A statement indicating whether the action conforms to applicable State or local flood-plain protection standards.
(b) [Reserved]
[44 FR 67580, Nov. 26, 1979, as amended at 48 FR 29274, June 24, 1983]
§ 650.115 Design standards.
(a) The design selected for an encroachment shall be supported by analyses of design alternatives with consideration given to capital costs and risks, and to other economic, engineering, social and environmental concerns.
(1) Consideration of capital costs and risks shall include, as appropriate, a risk analysis or assessment which includes:
(i) The overtopping flood or the base flood, whichever is greater, or
(ii) The greatest flood which must flow through the highway drainage structure(s), where overtopping is not practicable. The greatest flood used in the analysis is subject to state-of-the-art capability to estimate the exceedance probability.
(2) The design flood for encroachments by through lanes of Interstate highways shall not be less than the flood with a 2-percent chance of being exceeded in any given year. No minimum design flood is specified for Interstate highway ramps and frontage roads or for other highways.
(3) Freeboard shall be provided, where practicable, to protect bridge structures from debris- and scour-related failure.
(4) The effect of existing flood control channels, levees, and reservoirs shall be considered in estimating the peak discharge and stage for all floods considered in the design.
(5) The design of encroachments shall be consistent with standards established by the FEMA, State, and local governmental agencies for the administration of the National Flood Insurance Program for:
(i) All direct Federal highway actions, unless the standards are demonstrably inappropriate, and
(ii) Federal-aid highway actions where a regulatory floodway has been designated or where studies are underway to establish a regulatory floodway.
(b) Rest area buildings and related water supply and waste treatment facilities shall be located outside the base flood plain, where practicable. Rest area buildings which are located on the base flood plain shall be floodproofed against damage from the base flood.
(c) Where highway fills are to be used as dams to permanently impound water more than 50 acre-feet (6.17 × 10 4 cubic metres) in volume or 25 feet (7.6 metres) deep, the hydrologic, hydraulic, and structural design of the fill and appurtenant spillways shall have the approval of the State or Federal agency responsible for the safety of dams or like structures within the State, prior to authorization by the Division Administrator to advertise for bids for construction.
§ 650.117 Content of design studies.
(a) The detail of studies shall be commensurate with the risk associated with the encroachment and with other economic, engineering, social or environmental concerns.
(b) Studies by highway agencies shall contain:
(1) The hydrologic and hydraulic data and design computations,
(2) The analysis required by § 650.115(a), and
(3) For proposed direct Federal highway actions, the reasons, when applicable, why FEMA criteria (44 CFR 60.3, formerly 24 CFR 1910.3) are demonstrably inappropriate.
(c) For encroachment locations, project plans shall show:
(1) The magnitude, approximate probability of exceedance and, at appropriate locations, the water surface elevations associated with the overtopping flood or the flood of § 650.115(a)(1)(ii), and
(2) The magnitude and water surface elevation of the base flood, if larger than the overtopping flood.
Subpart B Erosion and Sediment Control on Highway Construction Projects
Source: 59 FR 37939, July 26, 1994, unless otherwise noted.
§ 650.201 Purpose.
The purpose of this subpart is to prescribe policies and procedures for the control of erosion, abatement of water pollution, and prevention of damage by sediment deposition from all construction projects funded under title 23, United States Code.
§ 650.203 Policy.
It is the policy of the Federal Highway Administration (FHWA) that all highways funded in whole or in part under title 23, United States Code, shall be located, designed, constructed and operated according to standards that will minimize erosion and sediment damage to the highway and adjacent properties and abate pollution of surface and ground water resources. Guidance for the development of standards used to minimize erosion and sediment damage is referenced in § 650.211 of this part.
§ 650.205 Definitions.
Erosion control measures and practices are actions that are taken to inhibit the dislodging and transporting of soil particles by water or wind, including actions that limit the area of exposed soil and minimize the time the soil is exposed.
Permanent erosion and sediment control measures and practices are installations and design features of a construction project which remain in place and in service after completion of the project.
Pollutants are substances, including sediment, which cause deterioration of water quality when added to surface or ground waters in sufficient quantity.
Sediment control measures and practices are actions taken to control the deposition of sediments resulting from surface runoff.
Temporary erosion and sediment control measures and practices are actions taken on an interim basis during construction to minimize the disturbance, transportation, and unwanted deposition of sediment.
§ 650.207 Plans, specifications and estimates.
(a) Emphasis shall be placed on erosion control in the preparation of plans, specifications and estimates.
(b) All reasonable steps shall be taken to insure that highway project designs for the control of erosion and sedimentation and the protection of water quality comply with applicable standards and regulations of other agencies.
[39 FR 36332, Oct. 9, 1974]
§ 650.209 Construction.
(a) Permanent erosion and sediment control measures and practices shall be established and implemented at the earliest practicable time consistent with good construction and management practices.
(b) Implementation of temporary erosion and sediment control measures and practices shall be coordinated with permanent measures to assure economical, effective, and continuous control throughout construction.
(c) Erosion and sediment control measures and practices shall be monitored and maintained or revised to insure that they are fulfilling their intended function during the construction of the project.
(d) Federal-aid funds shall not be used in erosion and sediment control actions made necessary because of contractor oversight, carelessness, or failure to implement sufficient control measures.
(e) Pollutants used during highway construction or operation and material from sediment traps shall not be stockpiled or disposed of in a manner which makes them susceptible to being washed into any watercourse by runoff or high water. No pollutants shall be deposited or disposed of in watercourses.
§ 650.211 Guidelines.
(a) The FHWA adopts the AASHTO Highway Drainage Guidelines, Volume III, “Erosion and Sediment Control in Highway Construction,” 1992, 1 as guidelines to be followed on all construction projects funded under title 23, United States Code. These guidelines are not intended to preempt any requirements made by or under State law if such requirements are more stringent.
1 This document is available for inspection from the FHWA headquarters and field offices as prescribed by 49 CFR part 7, appendix D. It may be purchased from the American Association of State Highway and Transportation Officials offices at Suite 225, 444 North Capitol Street, NW., Washington, DC 20001.
(b) Each State highway agency should apply the guidelines referenced in paragraph (a) of this section or apply its own guidelines, if these guidelines are more stringent, to develop standards and practices for the control of erosion and sediment on Federal-aid construction projects. These specific standards and practices may reference available resources, such as the procedures presented in the AASHTO “Model Drainage Manual,” 1991. 2
2 This document is available for inspection from the FHWA headquarters and field offices as prescribed by 49 CFR part 7, appendix D. It may be purchased from the American Association of State Highway and Transportation Officials offices at Suite 225, 444 North Capitol Street, NW., Washington, DC 20001.
(c) Consistent with the requirements of section 6217(g) of the Coastal Zone Act Reauthorization Amendments of 1990 (Pub. L. 101-508, 104 Stat. 1388-299), highway construction projects funded under title 23, United States Code, and located in the coastal zone management areas of States with coastal zone management programs approved by the United States Department of Commerce, National Oceanic and Atmospheric Administration, should utilize “Guidance Specifying Management Measures for Sources of Nonpoint Source Pollution in Coastal Waters,” 84-B-92-002, U.S. EPA, January 1993. 3 State highway agencies should refer to this Environmental Protection Agency guidance document for the design of projects within coastal zone management areas.
3 This document is available for inspection and copying as prescribed by 49 CFR part 7, appendix D.
Subpart C National Bridge Inspection Standards (NBIS)
Source: 87 FR 27429, May 6, 2022, unless otherwise noted.
§ 650.301 Purpose.
This subpart sets the national minimum standards for the proper safety inspection and evaluation of all highway bridges in accordance with 23 U.S.C. 144(h) and the requirements for preparing and maintaining an inventory in accordance with 23 U.S.C. 144(b).
§ 650.303 Applicability.
The National Bridge Inspection Standards (NBIS) in this subpart apply to all structures defined as highway bridges located on all public roads, on and off Federal-aid highways, including tribally-owned and federally-owned bridges, private bridges that are connected to a public road on both ends of the bridge, temporary bridges, and bridges under construction with portions open to traffic.
§ 650.305 Definitions.
The following terms used in this subpart are defined as follows:
AASHTO Manual. The term “AASHTO Manual” means the American Association of State Highway and Transportation Officials (AASHTO) “Manual for Bridge Evaluation”, including Interim Revisions, excluding the 3rd paragraph in Article 6B.7.1, incorporated by reference in § 650.317.
Attribute. Characteristic of the design, loading, conditions, and environment that affect the reliability of a bridge or bridge member.
Bridge. A structure including supports erected over a depression or an obstruction, such as water, highway, or railway, and having a track or passageway for carrying traffic or other moving loads, and having an opening measured along the center of the roadway of more than 20 feet between under copings of abutments or spring lines of arches, or extreme ends of openings for multiple boxes; it includes multiple pipes, where the clear distance between openings is less than half of the smaller contiguous opening.
Bridge inspection experience. Active participation in bridge inspections in accordance with the this subpart, in either a field inspection, supervisory, or management role. Some of the experience may come from relevant bridge design, bridge load rating, bridge construction, and bridge maintenance experience provided it develops the skills necessary to properly perform a NBIS bridge inspection.
Bridge inspection refresher training. The National Highway Institute 1 (NHI) “Bridge Inspection Refresher Training Course” or other State, federally, or tribally developed instruction aimed to improve quality of inspections, introduce new techniques, and maintain consistency in the inspection program.
1 The NHI training may be found at the following URL: www.nhi.fhwa.dot.gov/.
Bridge Inspector's Reference Manual or the BIRM. A comprehensive FHWA manual on procedures and techniques for inspecting and evaluating a variety of in-service highway bridges. This manual is available at the following URL: www.fhwa.dot.gov/bridge/nbis.cfm. This manual may be purchased from the Government Publishing Office, Washington, DC 20402 and from National Technical Information Service, Springfield, VA 22161.
Complex feature. Bridge component(s) or member(s) with advanced or unique structural members or operational characteristics, construction methods, and/or requiring specific inspection procedures. This includes mechanical and electrical elements of moveable spans and cable-related members of suspension and cable-stayed superstructures.
Comprehensive bridge inspection training. Training that covers all aspects of bridge inspection and enables inspectors to relate conditions observed on a bridge to established criteria (see the BIRM for the recommended material to be covered in a comprehensive training course).
Consequence. A measure of impacts to structural safety and serviceability in a hypothetical scenario where a deterioration mode progresses to the point of requiring immediate action. This may include costs to restore the bridge to safe operating condition or other costs.
Critical finding. A structural or safety related deficiency that requires immediate action to ensure public safety.
Damage inspection. An unscheduled inspection to assess structural damage resulting from environmental factors or human actions.
Deterioration mode. Typical deterioration or damage affecting the condition of a bridge member that may affect the structural safety or serviceability of the bridge.
Element level bridge inspection data. Quantitative condition assessment data, collected during bridge inspections, that indicates the severity and extent of defects in bridge elements.
End-of-course assessment. A comprehensive examination given to students after the completion of the delivery of a training course.
Hands-on inspection. Inspection within arm's length of the member. Inspection uses visual techniques that may be supplemented by nondestructive evaluation techniques.
Highway. The term “highway” is defined in 23 U.S.C. 101.
In-depth inspection. A close-up, detailed inspection of one or more bridge members located above or below water, using visual or nondestructive evaluation techniques as required to identify any deficiencies not readily detectable using routine inspection procedures. Hands-on inspection may be necessary at some locations. In-depth inspections may occur more or less frequently than routine inspections, as outlined in bridge specific inspection procedures.
Initial inspection. The first inspection of a new, replaced, or rehabilitated bridge. This inspection serves to record required bridge inventory data, establish baseline conditions, and establish the intervals for other inspection types.
Inspection date. The date on which the field portion of the bridge inspection is completed.
Inspection due date. The last inspection date plus the current inspection interval.
Inspection report. The document which summarizes the bridge inspection findings, recommendations, and identifies the team leader responsible for the inspection and report.
Internal redundancy. A redundancy that exists within a primary member cross-section without load path redundancy, such that fracture of one component will not propagate through the entire member, is discoverable by the applicable inspection procedures, and will not cause a portion of or the entire bridge to collapse.
Inventory data. All data reported to the National Bridge Inventory (NBI) in accordance with the § 650.315.
Legal load. The maximum load for each vehicle configuration, including the weight of the vehicle and its payload, permitted by law for the State in which the bridge is located.
Legal load rating. The maximum permissible legal load to which the structure may be subjected with the unlimited numbers of passages over the duration of a specified bridge evaluation period. Legal load rating is a term used in Load and Resistance Factor Rating method.
Load path redundancy. A redundancy that exists based on the number of primary load-carrying members between points of support, such that fracture of the cross section at one location of a member will not cause a portion of or the entire bridge to collapse.
Load posting. Regulatory signs installed in accordance with 23 CFR 655.601 and State or local law which represent the maximum vehicular live load which the bridge may safely carry.
Load rating. The analysis to determine the safe vehicular live load carrying capacity of a bridge using bridge plans and supplemented by measurements and other information gathered from an inspection.
Nationally certified bridge inspector. An individual meeting the team leader requirements of § 650.309(b).
Nonredundant Steel Tension Member (NSTM). A primary steel member fully or partially in tension, and without load path redundancy, system redundancy or internal redundancy, whose failure may cause a portion of or the entire bridge to collapse.
NSTM inspection. A hands-on inspection of a nonredundant steel tension member.
NSTM inspection training. Training that covers all aspects of NSTM inspections to relate conditions observed on a bridge to established criteria.
Operating rating. The maximum permissible live load to which the structure may be subjected for the load configuration used in the load rating. Allowing unlimited numbers of vehicles to use the bridge at operating level may shorten the life of the bridge. Operating rating is a term used in either the Allowable Stress or Load Factor Rating method.
Private bridge. A bridge open to public travel and not owned by a public authority as defined in 23 U.S.C. 101.
Procedures. Written documentation of policies, methods, considerations, criteria, and other conditions that direct the actions of personnel so that a desired end result is achieved consistently.
Probability. Extent to which an event is likely to occur during a given interval. This may be based on the frequency of events, such as in the quantitative probability of failure, or on degree of belief or expectation. Degrees of belief about probability can be chosen using qualitative scales, ranks, or categories such as, remote, low, moderate, or high.
Professional engineer (PE). An individual, who has fulfilled education and experience requirements and passed examinations for professional engineering and/or structural engineering license that, under State licensure laws, permits the individual to offer engineering services within areas of expertise directly to the public.
Program manager. The individual in charge of the program, that has been assigned the duties and responsibilities for bridge inspection, reporting, and inventory, and has the overall responsibility to ensure the program conforms with the requirements of this subpart. The program manager provides overall leadership and is available to inspection team leaders to provide guidance.
Public road. The term “public road” is defined in 23 U.S.C. 101.
Quality assurance (QA). The use of sampling and other measures to assure the adequacy of QC procedures in order to verify or measure the quality level of the entire bridge inspection and load rating program.
Quality control (QC). Procedures that are intended to maintain the quality of a bridge inspection and load rating at or above a specified level.
Rehabilitation. The major work required to restore the structural integrity of a bridge as well as work necessary to correct major safety defects.
Risk. The exposure to the possibility of structural safety or serviceability loss during the interval between inspections. It is the combination of the probability of an event and its consequence.
Risk assessment panel (RAP). A group of well experienced panel members that performs a rigorous assessment of risk to establish policy for bridge inspection intervals.
Routine inspection. Regularly scheduled comprehensive inspection consisting of observations and measurements needed to determine the physical and functional condition of the bridge and identify changes from previously recorded conditions.
Routine permit load. A live load, which has a gross weight, axle weight, or distance between axles not conforming with State statutes for legally configured vehicles, authorized for unlimited trips over an extended period of time to move alongside other heavy vehicles on a regular basis.
Safe load capacity. A live load that can safely utilize a bridge repeatedly over the duration of a specified inspection interval.
Scour. Erosion of streambed or bank material due to flowing water; often considered as being localized around piers and abutments of bridges.
Scour appraisal. A risk-based and data-driven determination of a bridge's vulnerability to scour, resulting from the least stable result of scour that is either observed, or estimated through a scour evaluation or a scour assessment.
Scour assessment. The determination of an existing bridge's vulnerability to scour which considers stream stability and scour potential.
Scour critical bridge. A bridge with a foundation member that is unstable, or may become unstable, as determined by the scour appraisal.
Scour evaluation. The application of hydraulic analysis to estimate scour depths and determine bridge and substructure stability considering potential scour.
Scour plan of action (POA). Procedures for bridge inspectors and engineers in managing each bridge determined to be scour critical or that has unknown foundations.
Service inspection. An inspection to identify major deficiencies and safety issues, performed by personnel with general knowledge of bridge maintenance or bridge inspection.
Special inspection. An inspection scheduled at the discretion of the bridge owner, used to monitor a particular known or suspected deficiency, or to monitor special details or unusual characteristics of a bridge that does not necessarily have defects.
Special permit load. A live load, which has a gross weight, axle weight, or distance between axles not conforming with State statutes for legally configured vehicles and routine permit loads, typically authorized for single or limited trips.
State transportation department. The term “State transportation department” is defined in 23 U.S.C. 101.
System redundancy. A redundancy that exists in a bridge system without load path redundancy, such that fracture of the cross section at one location of a primary member will not cause a portion of or the entire bridge to collapse.
Team leader. The on-site, nationally certified bridge inspector in charge of an inspection team and responsible for planning, preparing, performing, and reporting on bridge field inspections.
Temporary bridge. A bridge which is constructed to carry highway traffic until the permanent facility is built, repaired, rehabilitated, or replaced.
Underwater bridge inspection diver. The individual performing the inspection of the underwater portion of the bridge.
Underwater Bridge Inspection Manual. A comprehensive FHWA manual on the procedures and techniques for underwater bridge inspection. This manual is available at the following URL: www.fhwa.dot.gov/bridge/nbis.cfm. This manual may be purchased from the Government Publishing Office, Washington, DC 20402 and from National Technical Information Service, Springfield, VA 22161.
Underwater bridge inspection training. Training that covers all aspects of underwater bridge inspection to relate the conditions of underwater bridge members to established criteria (see Underwater Bridge Inspection Manual and the BIRM section on underwater inspection for the recommended material to be covered in an underwater bridge inspection training course).
Underwater inspection. Inspection of the underwater portion of a bridge substructure and the surrounding channel, which cannot be inspected visually at low water or by wading or probing, and generally requiring diving or other appropriate techniques.
Unknown Foundations. Foundations of bridges over waterways where complete details are unknown because either the foundation type and depth are unknown, or the foundation type is known, but its depth is unknown, and therefore cannot be appraised for scour vulnerability.
§ 650.307 Bridge inspection organization responsibilities.
(a) Each State transportation department must perform, or cause to be performed, the proper inspection and evaluation of all highway bridges that are fully or partially located within the State's boundaries, except for bridges that are owned by Federal agencies or Tribal governments.
(b) Each Federal agency must perform, or cause to be performed, the proper inspection and evaluation of all highway bridges that are fully or partially located within the respective Federal agency's responsibility or jurisdiction.
(c) Each Tribal government, in consultation with the Bureau of Indian Affairs (BIA) or FHWA, must perform, or cause to be performed, the proper inspection and evaluation of all highway bridges that are fully or partially located within the respective Tribal government's responsibility or jurisdiction.
(d) Where a bridge crosses a border between a State transportation department, Federal agency, or Tribal government jurisdiction, all entities must determine through a joint written agreement the responsibilities of each entity for that bridge under this subpart, including the designated lead State for reporting NBI data.
(e) Each State transportation department, Federal agency, and Tribal government must include a bridge inspection organization that is responsible for the following:
(1) Developing and implementing written Statewide, Federal agencywide, or Tribal governmentwide bridge inspection policies and procedures;
(2) Maintaining a registry of nationally certified bridge inspectors that are performing the duties of a team leader in their State or Federal agency or Tribal government that includes, at a minimum, a method to positively identify each inspector, inspector's qualification records, inspector's current contact information, and detailed information about any adverse action that may affect the good standing of the inspector;
(3) Documenting the criteria for inspection intervals for the inspection types identified in these standards;
(4) Documenting the roles and responsibilities of personnel involved in the bridge inspection program;
(5) Managing bridge inspection reports and files;
(6) Performing quality control and quality assurance activities;
(7) Preparing, maintaining, and reporting bridge inventory data;
(8) Producing valid load ratings and when required, implementing load posting or other restrictions;
(9) Managing the activities and corrective actions taken in response to a critical finding;
(10) Managing scour appraisals and scour plans of action; and
(11) Managing other requirements of these standards.
(f) Functions identified in paragraphs (e)(3) through (11) of this section may be delegated to other individuals, agencies, or entities. The delegated roles and functions of all individuals, agencies, and entities involved must be documented by the responsible State transportation department, Federal agency, or Tribal government. Except as provided below, such delegation does not relieve the State transportation department, Federal agency, or Tribal government of any of its responsibilities under this subpart. A Tribal government may, with BIA's or FHWA's concurrence via a formal written agreement, delegate its functions and responsibilities under this subpart to the BIA or FHWA.
(g) Each State transportation department, Federal agency, or Tribal government bridge inspection organization must have a program manager with the qualifications defined in § 650.309(a). An employee of the BIA or FHWA having the qualification of a program manager as defined in § 650.309(a) may serve as the program manager for a Tribal government if the Tribal government delegates this responsibility to the BIA or FHWA in accordance with paragraph (f) of this section.
§ 650.309 Qualifications of personnel.
(a) A program manager must, at a minimum:
(1) Be a registered Professional Engineer, or have 10 years of bridge inspection experience;
(2) Complete an FHWA-approved comprehensive bridge inspection training course as described in paragraph (h) of this section and score 70 percent or greater on an end-of-course assessment (completion of FHWA-approved comprehensive bridge inspection training under FHWA regulations in this subpart in effect before June 6, 2022, satisfies the intent of the requirement in this paragraph (a));
(3) Complete a cumulative total of 18 hours of FHWA-approved bridge inspection refresher training over each 60 month period;
(4) Maintain documentation supporting the satisfaction of paragraphs (a)(1) through (3) of this section; and
(5) Satisfy the requirements of this paragraph (a) within 24 months from June 6, 2022, if serving as a program manager who was qualified under prior FHWA regulations in this subpart.
(b) A team leader must, at a minimum:
(1) Meet one of the four qualifications listed in paragraphs (b)(1)(i) through (iv) of this section:
(i) Be a registered Professional Engineer and have 6 months of bridge inspection experience;
(ii) Have 5 years of bridge inspection experience;
(iii) Have all of the following:
(A) A bachelor's degree in engineering or engineering technology from a college or university accredited by or determined as substantially equivalent by the Accreditation Board for Engineering and Technology; and
(B) Successfully passed the National Council of Examiners for Engineering and Surveying Fundamentals of Engineering examination; and
(C) Two (2) years of bridge inspection experience; or
(iv) Have all of the following:
(A) An associate's degree in engineering or engineering technology from a college or university accredited by or determined as substantially equivalent by the Accreditation Board for Engineering and Technology; and
(B) Four (4) years of bridge inspection experience;
(2) Complete an FHWA-approved comprehensive bridge inspection training course as described in paragraph (h) of this section and score 70 percent or greater on an end-of-course assessment (completion of FHWA-approved comprehensive bridge inspection training under FHWA regulations in this subpart in effect before June 6, 2022, satisfies the intent of the requirement in this paragraph (b));
(3) Complete a cumulative total of 18 hours of FHWA-approved bridge inspection refresher training over each 60 month period;
(4) Provide documentation supporting the satisfaction of paragraphs (b)(1) through (3) of this section to the program manager of each State transportation department, Federal agency, or Tribal government for which they are performing bridge inspections; and
(5) Satisfy the requirements of this paragraph (b) within 24 months from June 6, 2022, if serving as a team leader who was qualified under prior FHWA regulations in this subpart.
(c) Team leaders on NSTM inspections must, at a minimum:
(1) Meet the requirements in paragraph (b) of this section;
(2) Complete an FHWA-approved training course on the inspection of NSTMs as defined in paragraph (h) of this section and score 70 percent or greater on an end-of-course assessment (completion of FHWA-approved NSTM inspection training prior to June 6, 2022, satisfies the intent of the requirement in this paragraph (c)); and
(3) Satisfy the requirements of this paragraph (c) within 24 months from June 6, 2022.
(d) Load ratings must be performed by, or under the direct supervision of, a registered professional engineer.
(e) An Underwater Bridge Inspection Diver must complete FHWA-approved underwater bridge inspection training as described in paragraph (h) of this section and score 70 percent or greater on an end-of-course assessment (completion of FHWA-approved comprehensive bridge inspection training or FHWA-approved underwater bridge inspection training under FHWA regulations in this subpart in effect before June 6, 2022, satisfies the intent of the requirement in this paragraph (e)).
(f) State transportation departments, Federal agencies, and Tribal governments must establish documented personnel qualifications for Damage and Special Inspection types.
(g) State transportation departments, Federal agencies, and Tribal governments that establish risk-based routine inspection intervals that exceed 48 months under § 650.311(a)(2) must establish documented personnel qualifications for the Service Inspection type.
(h) The following are considered acceptable bridge inspection training:
(1) National Highway Institute training. Acceptable NHI courses include:
(i) Comprehensive bridge inspection training, which must include topics of importance to bridge inspection; bridge mechanics and terminology; personal and public safety issues associated with bridge inspections; properties and deficiencies of concrete, steel, timber, and masonry; inspection equipment needs for various types of bridges and site conditions; inspection procedures, evaluations, documentation, data collection, and critical findings for bridge decks, superstructures, substructures, culverts, waterways (including underwater members), joints, bearings, drainage systems, lighting, signs, and traffic safety features; nondestructive evaluation techniques; load path redundancy and fatigue concepts; and practical applications of the concepts listed in this paragraph (h)(1)(i);
(ii) Bridge inspection refresher training, which must include topics on documentation of inspections, commonly miscoded items, recognition of critical inspection findings, recent events impacting bridge inspections, and quality assurance activities;
(iii) Underwater bridge inspection training, which must include topics on the need for and benefits of underwater bridge inspections; typical defects and deterioration in underwater members; inspection equipment needs for various types of bridges and site conditions; inspection planning and hazard analysis; and underwater inspection procedures, evaluations, documentation, data collection, and critical findings; and
(iv) NSTM inspection training, which must include topics on the identification of NSTMs and related problematic structural details; the recognition of areas most susceptible to fatigue and fracture; the evaluation and recording of defects on NSTMs; and the application of nondestructive evaluation techniques.
(2) FHWA approval of alternate training. A State transportation department, Federal agency, or Tribal government may submit to FHWA a training course as an alternate to any of the NHI courses listed in paragraph (h)(1) of this section. An alternate must include all the topics described in paragraph (h)(1) and be consistent with the related content. FHWA must approve alternate course materials and end-of-course assessments for national consistency and certification purposes. Alternate training courses must be reviewed by the program manager every 5 years to ensure the material is current. Updates to approved course materials and end-of-course assessments must be resubmitted to FHWA for approval.
(3) FHWA-approved alternate training under prior regulations. Agencies that have alternate training courses approved by FHWA prior to June 6, 2022, have 24 months to review and update training materials to satisfy requirements as defined in § 650.305 and paragraph (h)(1) of this section and resubmit to FHWA for approval.
§ 650.311 Inspection interval.
(a) Routine inspections. Each bridge must be inspected at regular intervals not to exceed the interval established using one of the risk-based methods outlined in paragraph (a)(1) or (2) of this section.
(1) Method 1. Inspection intervals are determined by a simplified assessment of risk to classify each bridge into one of three categories with an inspection interval as described below.
(i) Regular intervals. Each bridge must be inspected at regular intervals not to exceed 24 months, except as required in paragraph (a)(1)(ii) of this section and allowed in paragraphs (a)(1)(iii) of this section.
(ii) Reduced intervals. (A) State transportation departments, Federal agencies, or Tribal governments must develop and document criteria used to determine when intervals must be reduced below 24 months. Factors to consider include structure type, design, materials, age, condition ratings, scour, environment, annual average daily traffic and annual average daily truck traffic, history of vehicle impact damage, loads and safe load capacity, and other known deficiencies.
(B) Certain bridges meeting any of the following criteria as recorded in the National Bridge Inventory (NBI) (see § 650.315) must be inspected at intervals not to exceed 12 months:
(1) One or more of the deck, superstructure, or substructure, or culvert components is rated in serious or worse condition, as recorded by the Deck, Superstructure, or Substructure Condition Rating items, or the Culvert Condition Rating item, coded three (3) or less; or
(2) The observed scour condition is rated serious or worse, as recorded by the Scour Condition Rating item coded three (3) or less.
(C) Where condition ratings are coded three (3) or less due to localized deficiencies, a special inspection limited to those deficiencies, as described in § 650.313(h), can be used to meet this requirement in lieu of a routine inspection. In such cases, a complete routine inspection must be conducted in accordance with paragraph (a)(1)(i) of this section.
(iii) Extended intervals. (A) Certain bridges meeting all of the following criteria as recorded in the NBI (see § 650.315) may be inspected at intervals not to exceed 48 months:
(1) The deck, superstructure, and substructure, or culvert, components are all rated in satisfactory or better condition, as recorded by the Deck, Superstructure, and Substructure Condition Rating items, or the Culvert Condition Rating item coded six (6) or greater;
(2) The channel and channel protection are rated in satisfactory or better condition, as recorded by the Channel Condition and Channel Protection Condition items coded six (6) or greater;
(3) The inventory rating is greater than or equal to the standard AASHTO HS-20 or HL-93 loading and routine permit loads are not restricted or not carried/issued, as recorded by the Inventory Load Rating Factor item coded greater than or equal to 1.0 and the Routine Permit Loads item coded A or N;
(4) A steel bridge does not have Category E or E' fatigue details, as recorded by the Fatigue Details item coded N;
(5) All roadway vertical clearances are greater than or equal to 14′-0″, as recorded in the Highway Minimum Vertical Clearance item;
(6) All superstructure materials limited to concrete and steel and all superstructure types limited to certain arches, box girders/beams, frames, girders/beams, slabs, and culverts, as recorded by the Span Material items coded C01-C05 or S01-S05, and the Span Type items coded A01, B02-B03, F01-F02, G01-G08, S01-S02, or P01-P02; and
(7) Stable for potential scour and observed scour condition is rated satisfactory or better, as recorded by the Scour Vulnerability item coded A or B and the Scour Condition Rating item coded six (6) or greater.
(B) State transportation departments, Federal agencies, or Tribal governments that implement paragraph (a)(1)(iii)(A) of this section must develop and document an extended interval policy and must notify FHWA in writing prior to implementation. Factors to consider include structure type, design, materials, age, condition ratings, scour, environment, annual average daily traffic and annual average daily truck traffic, history of vehicle impact damage, loads and safe load capacity, and other known deficiencies.
(2) Method 2. Inspection intervals are determined by a more rigorous assessment of risk to classify each bridge, or a group of bridges, into one of four categories, with inspection intervals not to exceed 12, 24, 48, or 72 months. The risk assessment process must be developed by a Risk Assessment Panel (RAP) and documented as a formal policy. The RAP must be comprised of not less than four people, at least two of which are professional engineers, with collective knowledge in bridge design, evaluation, inspection, maintenance, materials, and construction, and include the NBIS program manager. The policy and criteria which establishes intervals, including subsequent changes, must be submitted by the State transportation department, Federal agency, or Tribal government for FHWA approval. The request must include the items in paragraphs (a)(2)(i) through (vi) of this section:
(i) Endorsement from a RAP, which must be used to develop a formal policy.
(ii) Definitions for risk factors, categories, and the probability and consequence levels that are used to define the risk for each bridge to be assessed.
(iii) Deterioration modes and attributes that are used in classifying probability and consequence levels, depending on their relevance to the bridge being considered. A system of screening, scoring, and thresholds are defined by the RAP to assess the risks. Scoring is based on prioritizing attributes and their relative influence on deterioration modes.
(A) A set of screening criteria must be used to determine how a bridge should be considered in the assessment and to establish maximum inspection intervals. The screening criteria must include:
(1) Requirements for flexure and shear cracking in concrete primary load members;
(2) Requirements for fatigue cracking and corrosion in steel primary load members;
(3) Requirements for other details, loadings, conditions, and inspection findings that are likely to affect the safety or serviceability of the bridge or its members;
(4) Bridges classified as in poor condition cannot have an inspection interval greater than 24 months; and
(5) Bridges classified as in fair condition cannot have an inspection interval greater than 48 months.
(B) The attributes in each assessment must include material properties, loads and safe load capacity, and condition.
(C) The deterioration modes in each assessment must include:
(1) For steel members: Section loss, fatigue, and fracture;
(2) For concrete members: Flexural cracking, shear cracking, and reinforcing and prestressing steel corrosion;
(3) For superstructure members: Settlement, rotation, overload, and vehicle/vessel impact; and
(4) For substructure members: Settlement, rotation, and scour.
(D) A set of criteria to assess risk for each bridge member in terms of probability and consequence of structural safety or serviceability loss in the time between inspections.
(iv) A set of risk assessment criteria, written in standard logical format amenable for computer programming.
(v) Supplemental inspection procedures and data collection that are aligned with the level of inspection required to obtain the data to apply the criteria.
(vi) A list classifying each bridge into one of four risk categories with a routine inspection interval not to exceed 12, 24, 48, or 72 months.
(3) Service inspection. A service inspection must be performed during the month midway between routine inspections when a risk-based, routine inspection interval exceeds 48 months.
(4) Additional routine inspection interval eligibility. Any new, rehabilitated, or structurally modified bridge must receive an initial inspection, be in service for 24 months, and receive its next routine inspection before being eligible for inspection intervals greater than 24 months.
(b) Underwater inspections. Each bridge must be inspected at regular intervals not to exceed the interval established using one of the risk-based methods outlined in paragraph (b)(1) or (2) of this section.
(1) Method 1. Inspection intervals are determined by a simplified assessment of risk to classify each bridge into one of three categories for an underwater inspection interval as described in this section.
(i) Regular intervals. Each bridge must be inspected at regular intervals not to exceed 60 months, except as required in paragraph (b)(1)(ii) of this section and allowed in paragraph (b)(1)(iii) of this section.
(ii) Reduced intervals. (A) State transportation departments, Federal agencies, or Tribal governments must develop and document criteria used to determine when intervals must be reduced below 60 months. Factors to consider include structure type, design, materials, age, condition ratings, scour, environment, annual average daily traffic and annual average daily truck traffic, history of vehicle/vessel impact damage, loads and safe load capacity, and other known deficiencies.
(B) Certain bridges meeting at least any of the following criteria as recorded in the NBI (see § 650.315) must be inspected at intervals not to exceed 24 months:
(1) The underwater portions of the bridge are in serious or worse condition, as recorded by the Underwater Inspection Condition item coded three (3) or less;
(2) The channel or channel protection is in serious or worse condition, as recorded by the Channel Condition and Channel Protection Condition items coded three (3) or less; or
(3) The observed scour condition is three (3) or less, as recorded by the Scour Condition Rating item.
(C) Where condition ratings are coded three (3) or less due to localized deficiencies, a special inspection of the underwater portions of the bridge limited to those deficiencies, as described in § 650.313(h), can be used to meet this requirement in lieu of a complete underwater inspection. In such cases, a complete underwater inspection must be conducted in accordance with paragraph (b)(1)(i) of this section.
(iii) Extended intervals. (A) Certain bridges meeting all of the following criteria as recorded in the NBI (see § 650.315) may be inspected at intervals not to exceed 72 months:
(1) The underwater portions of the bridge are in satisfactory or better condition, as recorded by the Underwater Inspection Condition item coded six (6) or greater;
(2) The channel and channel protection are in satisfactory or better condition, as indicated by the Channel Condition and Channel Protection Condition items coded six (6) or greater;
(3) Stable for potential scour, Scour Vulnerability item coded A or B, and Scour Condition Rating item is satisfactory or better, coded six (6) or greater.
(B) State transportation departments, Federal agencies, or Tribal governments that implement paragraph (b)(1)(iii)(A) of this section must develop and document an underwater extended interval policy and must notify FHWA in writing prior to implementation. Factors to consider include structure type, design, materials, age, condition ratings, scour, environment, annual average daily traffic and annual average daily truck traffic, history of vehicle/vessel impact damage, loads and safe load capacity, and other known deficiencies.
(2) Method 2. Inspection intervals are determined by a more rigorous assessment of risk. The policy and criteria which establishes intervals, including subsequent changes, must be submitted by the State transportation department, Federal agency, or Tribal government for FHWA approval. The process and criteria must be similar to that outlined in paragraph (a)(2) of this section except that each bridge must be classified into one of three risk categories with an underwater inspection interval not to exceed 24, 60, and 72 months.
(c) NSTM inspections. NSTMs must be inspected at regular intervals not to exceed the interval established using one of the risk-based methods outlined in paragraph (c)(1) or (2) of this section.
(1) Method 1. Inspection intervals are determined by a simplified assessment of risk to classify each bridge into one of three risk categories with an interval not to exceed 12, 24, or 48 months.
(i) Regular intervals. Each NSTM must be inspected at intervals not to exceed 24 months except as required in paragraph (c)(1)(ii) of this section and allowed in paragraph (c)(1)(iii) of this section.
(ii) Reduced intervals. (A) State transportation departments, Federal agencies, or Tribal governments must develop and document criteria to determine when intervals must be reduced below 24 months. Factors to consider include structure type, design, materials, age, condition, environment, annual average daily traffic and annual average daily truck traffic, history of vehicle impact damage, loads and safe load capacity, and other known deficiencies.
(B) Certain NSTMs meeting the following criteria as recorded in the NBI (see § 650.315) must be inspected at intervals not to exceed 12 months:
(1) The NSTMs are rated in poor or worse condition, as recorded by the NSTM Inspection Condition item, coded 4 or less; or
(2) [Reserved].
(iii) Extended intervals. (A) Certain NSTMs meeting all of the following criteria may be inspected at intervals not to exceed 48 months:
(1) Bridge was constructed after 1978 as recorded in the NBI (see § 650.315) Year Built item and fabricated in accordance with a fracture control plan;
(2) All NSTMs have no fatigue details with finite life;
(3) All NSTMs have no history of fatigue cracks;
(4) All NSTMs are rated in satisfactory or better condition, as recorded in the NBI (see § 650.315) by the NSTM Inspection Condition item, coded 6 or greater; and
(5) The bridge's inventory rating is greater than or equal to the standard AASHTO HS-20 or HL-93 loading and routine permit loads are not restricted or not carried/issued, as recorded in the NBI (see § 650.315) by the Inventory Load Rating Factor item coded greater than or equal to 1.0 and the Routine Permit Loads item coded A or N;
(6) All NSTMs do not include pin and hanger assemblies.
(B) State transportation departments, Federal agencies, or Tribal governments that implement paragraph (c)(1)(iii)(A) of this section must develop and document an extended interval policy, and notify FHWA in writing prior to implementation. Factors to consider include structure type, design, materials, age, condition, environment, annual average daily traffic and annual average daily truck traffic, history of vehicle impact damage, loads and safe load capacity, and other known deficiencies.
(2) Method 2. Inspection intervals are determined by a more rigorous assessment of risk. The policy and criteria which establishes intervals, including subsequent changes must be submitted by the State transportation department, Federal agency, or Tribal government for FHWA approval. The process and criteria must be similar to that outlined in paragraph (a)(2) of this section except that each bridge must be classified into one of three risk categories with a NSTM inspection interval not to exceed 12, 24, or 48 months.
(d) Damage, in-depth, and special inspections. A State transportation department, Federal agency, or Tribal government must document the criteria to determine the level and interval for these inspections in its bridge inspection policies and procedures.
(e) Bridge inspection interval tolerance. (1) The acceptable tolerance for intervals of less than 24 months for the next inspection is up to two (2) months after the month in which the inspection was due.
(2) The acceptable tolerance for intervals of 24 months or greater for the next inspection is up to three (3) months after the month in which the inspection was due.
(3) Exceptions to the inspection interval tolerance due to rare and unusual circumstances must be approved by FHWA in advance of the inspection due date plus the tolerance in paragraphs (e)(1) and (2) of this section.
(f) Next inspection. Establish the next inspection interval for each inspection type based on results of the inspection and requirements of this section.
(g) Implementation. (1) The requirements of paragraphs (a)(1)(ii), (b)(1)(ii), and (c)(1)(ii) of this section must be satisfied within 24 months from June 6, 2022.
(2) Prior FHWA approved extended inspection interval policies will be rescinded 24 months after June 6, 2022.
§ 650.313 Inspection procedures.
(a) General. Inspect each bridge to determine condition, identify deficiencies, and document results in an inspection report in accordance with the inspection procedures in Section 4.2, AASHTO Manual (incorporated by reference, see § 650.317). Special equipment or techniques, and/or traffic control are necessary for inspections in circumstances where their use provide the only practical means of accessing and/or determining the condition of the bridge. The equipment may include advanced technologies listed in the BIRM.
(b) Initial inspection. Perform an initial inspection in accordance with Section 4.2, AASHTO Manual (incorporated by reference, see § 650.317) for each new, replaced, rehabilitated, and temporary bridge as soon as practical, but within 3 months of the bridge opening to traffic.
(c) Routine inspection. Perform a routine inspection in accordance with Section 4.2, AASHTO Manual (incorporated by reference, see § 650.317).
(d) In-depth inspection. Identify the location of bridge members that need an in-depth inspection and document in the bridge files. Perform in-depth inspections in accordance with the procedures developed in paragraph (g) of this section.
(e) Underwater inspection. Identify the locations of underwater portions of the bridge in the bridge files that cannot be inspected using wading and probing during a routine inspection. Perform underwater inspections in accordance with the procedures developed in paragraph (g) of this section. Perform the first underwater inspection for each bridge and for each bridge with portions underwater that have been rehabilitated as soon as practical, but within 12 months of the bridge opening to traffic.
(f) NSTM inspection. (1) Identify the locations of NSTMs in the bridge files.
(i) A State transportation department, Federal agency, or Tribal government may choose to demonstrate a member has system or internal redundancy such that it is not considered an NSTM. The entity may develop and submit a formal request for FHWA approval of procedures using a nationally recognized method to determine that a member has system or internal redundancy. FHWA will review the procedures for approval based upon conformance with the nationally recognized method. The request must include:
(A) Written policy and procedures for determining system or internal redundancy.
(B) Identification of the nationally recognized method used to determine system or internal redundancy. Nationally recognized means developed, endorsed and disseminated by a national organization with affiliates based in two or more States; or currently adopted for use by one or more State governments or by the Federal Government; and is the most current version.
(C) Baseline condition of the bridge(s) to which the policy is being applied.
(D) Description of design and construction details on the member(s) that may affect the system or internal redundancy.
(E) Routine inspection requirements for bridges with system or internally redundant members.
(F) Special inspection requirements for the members with system or internal redundancy.
(G) Evaluation criteria for when members should be reviewed to ensure they still have system and internal redundancy.
(ii) Inspect the bridge using the approved methods outlined in paragraphs (f)(1)(i)(E) and (F) of this section.
(2) Perform hands-on inspections of NSTMs in accordance with the procedures developed in paragraph (g) of this section.
(3) Perform the first NSTM inspection for each bridge and for each bridge with rehabilitated NSTMs as soon as practical, but within 12 months of the bridge opening to traffic.
(g) NSTM, underwater, in-depth, and complex feature inspection procedures. Develop and document inspection procedures for bridges which require NSTM, underwater, in-depth, and complex feature inspections in accordance with Section 4.2, AASHTO Manual (incorporated by reference, see § 650.317). State transportation departments, Federal agencies, and Tribal governments can include general procedures applicable to many bridges in their procedures manual. Specific procedures for unique and complex structural features must be developed for each bridge and contained in the bridge file.
(h) Special inspection. For special inspections used to monitor conditions as described in § 650.311(a)(1)(ii) and (b)(1)(ii), develop and document procedures in accordance with Section 4.2, AASHTO Manual (incorporated by reference, see § 650.317).
(i) Service inspection. Perform a service inspection when the routine inspection interval is greater than 48 months. Document the inspection date and any required follow up actions in the bridge file.
(j) Team leader. Provide at least one team leader at the bridge who meets the minimum qualifications stated in § 650.309 and actively participates in the inspection at all times during each initial, routine, in-depth, NSTM, underwater inspection, and special inspection described in paragraph (h) of this section.
(k) Load rating. (1) Rate each bridge as to its safe load capacity in accordance with Sections 6 and 8, excluding the 3rd paragraph in Article 6B.7.1, AASHTO Manual (incorporated by reference, see § 650.317).
(2) Develop and document procedures for completion of new and updated bridge load ratings. Load ratings must be completed as soon as practical, but no later than 3 months after the initial inspection and when a change is identified that warrants a re-rating such as, but not limited to, changes in condition, reconstruction, new construction, or changes in dead or live loads.
(3) Analyze routine and special permit loads for each bridge that these loads cross to verify the bridge can safely carry the load.
(l) Load posting. (1) Implement load posting or restriction for a bridge in accordance with the incorporated articles in Section 6, AASHTO Manual (incorporated by reference, see § 650.317), when the maximum unrestricted legal loads or State routine permit loads exceed that allowed under the operating rating, legal load rating, or permit load analysis.
(2) Develop and document procedures for timely load posting based upon the load capacity and characteristics such as annual average daily traffic, annual average daily truck traffic, and loading conditions. Posting shall be made as soon as possible but not later than 30 days after a load rating determines a need for such posting. Implement load posting in accordance with these procedures.
(3) Missing or illegible posting signs shall be corrected as soon as possible but not later than 30 days after inspection or other notification determines a need.
(m) Closed bridges. Develop and document criteria for closing a bridge which considers condition and load carrying capacity for each legal vehicle. Bridges that meet the criteria must be closed immediately. Bridges must be closed when the gross live load capacity is less than 3 tons.
(n) Bridge files. Prepare and maintain bridge files in accordance with Section 2.2, AASHTO Manual (incorporated by reference, see § 650.317).
(o) Scour. (1) Perform a scour appraisal for all bridges over water, and document the process and results in the bridge file. Re-appraise when necessary to reflect changing scour conditions. Scour appraisal procedures should be consistent with Hydraulic Engineering Circulars (HEC) 18 and 20. Guidance for scour evaluations is located in HEC 18 and 20, and guidance for scour assessment is located in HEC 20.
(2) For bridges which are determined to be scour critical or have unknown foundations, prepare and document a scour POA for deployment of scour countermeasures for known and potential deficiencies, and to address safety concerns. The plan must address a schedule for repairing or installing physical and/or hydraulic scour countermeasures, and/or the use of monitoring as a scour countermeasure. Scour plans of actions should be consistent with HEC 18 and 23.
(3) Execute action in accordance with the plan.
(p) Quality control and quality assurance. (1) Assure systematic QC and QA procedures identified in Section 1.4, AASHTO Manual (incorporated by reference, see § 650.317) are used to maintain a high degree of accuracy and consistency in the inspection program.
(2) Document the extent, interval, and responsible party for the review of inspection teams in the field, inspection reports, NBI data, and computations, including scour appraisal and load ratings. QC and QA reviews are to be performed by personnel other than the individual who completed the original report or calculations.
(3) Perform QC and QA reviews and document the results of the QC and QA process, including the tracking and completion of actions identified in the procedures.
(4) Address the findings of the QC and QA reviews.
(q) Critical findings. (1) Document procedures to address critical findings in a timely manner. Procedures must:
(i) Define critical findings considering the location and the redundancy of the member affected and the extent and consequence of a deficiency. Deficiencies include, but are not limited to scour, damage, corrosion, section loss, settlement, cracking, deflection, distortion, delamination, loss of bearing, and any condition posing an imminent threat to public safety. At a minimum, include findings which warrant the following:
(A) Full or partial closure of any bridge;
(B) An NSTM to be rated in serious or worse condition, as defined in the NBI (see § 650.315) by the NSTM Inspection item, coded three (3) or less;
(C) A deck, superstructure, substructure, or culvert component to be rated in critical or worse condition, as defined in the NBI (see § 650.315) by the Deck, Superstructure, or Substructure Condition Rating items, or the Culvert Condition Rating item, coded two (2) or less;
(D) The channel condition or scour condition to be rated in critical or worse condition as defined in the NBI (see § 650.315) by the Channel Condition Rating or Scour Condition Rating items, coded critical (2) or less; or
(E) Immediate load restriction or posting, or immediate repair work to a bridge, including shoring, in order to remain open.
(ii) Develop and document timeframes to address critical findings identified in paragraph (q)(1)(i) of this section.
(2) State transportation departments, Federal agencies, and Tribal governments must inform FHWA of all critical findings and actions taken, underway, or planned to resolve critical findings as follows:
(i) Notify FHWA within 24 hours of discovery of each critical finding on the National Highway System (NHS) as identified in paragraphs (q)(1)(i)(A) and (B) of this section;
(ii) Provide monthly, or as requested, a written status report for each critical finding as identified in paragraph (q)(1)(i) of this section until resolved. The report must contain:
(A) Owner;
(B) NBI Structure Number;
(C) Date of finding;
(D) Description and photos (if available) of critical finding;
(E) Description of completed, temporary and/or planned corrective actions to address critical finding;
(F) Status of corrective actions: Active/Completed;
(G) Estimated date of completion if corrective actions are active; and
(H) Date of completion if corrective actions are completed.
(r) Review of compliance. Provide information annually or as required in cooperation with any FHWA review of compliance with this subpart.
[87 FR 27429, May 6, 2022, as amended at 87 FR 57821, Sept. 22, 2022]
§ 650.315 Inventory.
(a) Each State transportation department, Federal agency, or Tribal government must prepare and maintain an inventory of all bridges subject to this subpart. Inventory data, as defined in § 650.305, must be collected, updated, and retained by the responsible State transportation department, Federal agency, or Tribal government and submitted to FHWA on an annual basis or whenever requested. For temporary bridges open to traffic greater than 24 months, inventory data must be collected and submitted per this section. Inventory data must include element level bridge inspection data for bridges on the NHS collected in accordance with the “Manual for Bridge Element Inspection” (incorporated by reference, see § 650.317). Specifications for collecting and reporting this data are contained in the “Specifications for the National Bridge Inventory” (incorporated by reference, see § 650.317).
(b) For all inspection types, enter changes to the inventory data into the State transportation department, Federal agency, or Tribal government inventory within 3 months after the month when the field portion of the inspection is completed.
(c) For modifications to existing bridges that alter previously recorded inventory data and for newly constructed bridges, enter the inventory data into the State transportation department, Federal agency, or Tribal government inventory within 3 months after the month of opening to traffic.
(d) For changes in load restriction or closure status, enter the revised inventory data into the State transportation department, Federal agency, or Tribal government inventory within 3 months after the month the change in load restriction or closure status of the bridge is implemented.
(e) Each State transportation department, Federal agency, or Tribal government must establish and document a process that ensures the time constraint requirements of paragraphs (b) through (d) of this section are fulfilled.
§ 650.317 Incorporation by reference .
Certain material is incorporated by reference (IBR) into this subpart with the approval of the Director of the Federal Register under 5 U.S.C. 552(a) and 1 CFR part 51. All approved material is available for inspection at the U.S. Department of Transportation (DOT) and the National Archives and Records Administration (NARA). Contact DOT at: U.S. Department of Transportation Library, 1200 New Jersey Avenue SE, Washington, DC 20590 in Room W12-300, (800) 853-1351, www.ntl.bts.gov/ntl. For information on the availability of this material at NARA email: fr.inspection@nara.gov or go to: www.archives.gov/federal-register/cfr/ibr-locations.html. The material may be obtained from the following sources:
(a) AASHTO. American Association of State Highway and Transportation Officials, 555 12th Street NW, Suite 1000, Washington, DC 20004; 1-800-231-3475; https://store.transportation.org.
(1) MBE-3. “The Manual for Bridge Evaluation,” Third Edition, 2018; IBR approved for § 650.305 and 650.313.:
(2) MBE-3-I1-OL. The Manual for Bridge Evaluation, 2019 Interim Revisions [to 2018 Third Edition], copyright 2018; IBR approved for § 650.305 and 650.313.
(3) MBE-3-I2. The Manual for Bridge Evaluation, 2020 Interim Revisions [to 2018 Third Edition], copyright 2020; IBR approved for § 650.305 and 650.313.
(4) MBEI-2: Manual for Bridge Element Inspection, Second Edition, 2019, IBR approved for § 650.315.
(b) FHWA. Federal Highway Administration, 1200 New Jersey Avenue SE, Washington, DC 20590: 1-202-366-4000; www.fhwa.dot.gov/bridge/nbi.cfm.
(1) FHWA-HIF-22-017: Specifications for the National Bridge Inventory, March, 2022, IBR approved for § 650.315.
(2) [Reserved].
D Subpart D [Reserved]
Subpart E National Tunnel Inspection Standards
Source: 80 FR 41368, July 14, 2015, unless otherwise noted.
§ 650.501 Purpose.
This subpart sets the national minimum standards for the proper safety inspection and evaluation of all highway tunnels in accordance with 23 U.S.C. 144(h) and the requirements for preparing and maintaining an inventory in accordance with 23 U.S.C. 144(b).
§ 650.503 Applicability.
The National Tunnel Inspection Standards (NTIS) in this subpart apply to all structures defined as highway tunnels on all public roads, on and off Federal-aid highways, including tribally and federally owned tunnels.
§ 650.505 Definitions.
The following terms used in this subpart are defined as follows:
American Association of State Highway and Transportation Officials (AASHTO) Manual for Bridge Evaluation. The term “AASHTO Manual for Bridge Evaluation” means the “Manual for Bridge Evaluation”, incorporated by reference in § 650.517.
At-grade roadway. The term “at-grade roadway” means paved or unpaved travel ways within the tunnel that carry vehicular traffic and are not suspended or supported by a structural system.
Bridge inspection experience. The term “bridge inspection experience” has the same meaning as in § 650.305.
Complex tunnel. The term “complex tunnel” means a tunnel characterized by advanced or unique structural elements or functional systems.
Comprehensive tunnel inspection training. The term “comprehensive tunnel inspection training” means the FHWA-approved training that covers all aspects of tunnel inspection and enables inspectors to relate conditions observed in a tunnel to established criteria.
Critical finding. The term “critical finding” has the same meaning as in § 650.305.
Damage inspection. The term “damage inspection” has the same meaning as in § 650.305.
End-of-course assessment. The term “end-of-course assessment” means a comprehensive examination given to students after the completion of a training course.
Federal-aid highway. The term “Federal-aid highway” has the same meaning as in 23 U.S.C. 101(a)(5).
Functional systems. The term “functional systems” means non-structural systems, such as electrical, mechanical, fire suppression, ventilation, lighting, communications, monitoring, drainage, traffic signals, emergency response (including egress, refuge room spacing, or carbon monoxide detection), or traffic safety components.
Hands-on inspection. The term “hands-on inspection” has the same meaning as in § 650.305.
Highway. The term “highway” has the same meaning as in 23 U.S.C. 101(a)(11).
In-depth inspection. The term “in-depth inspection” means a close-up inspection of one, several, or all tunnel structural elements or functional systems to identify any deficiencies not readily detectable using routine inspection procedures. In-depth inspections may occur more or less frequently than routine inspections, as outlined in the tunnel-specific inspection procedures.
Initial inspection. The term “initial inspection” means the first inspection of a tunnel to provide all inventory, appraisal, and other data necessary to determine the baseline condition of the structural elements and functional systems.
Inspection Date. The term “Inspection Date” means the date established by the Program Manager on which a regularly scheduled routine inspection begins for a tunnel.
Legal load. The terms “legal load means the maximum legal load for each vehicle configuration permitted by law for the State in which the tunnel is located.
Load rating. The term “load rating” means the determination of the safe vehicular live load carrying capacity within or above the tunnel using structural plans, and information gathered from an inspection. The results of the load rating may include the need for load posting.
Operating rating. The term “operating rating” has the same meaning as in § 650.305.
Portal. The term “portal” means the entrance and exit of the tunnel exposed to the environment; portals may include bare rock, constructed tunnel entrance structures, or buildings.
Procedures. The term “procedures” means the written documentation of policies, methods, considerations, criteria, and other conditions that direct the actions of personnel so that a desired end result is achieved consistently.
Professional Engineer (P.E.). The term “Professional Engineer (P.E.)” means an individual who has fulfilled education and experience requirements and passed examinations that, under State licensure laws, permits the individual to offer engineering services within areas of expertise directly to the public.
Program Manager. The term “Program Manager” means the individual in charge of the inspection program who has been assigned or delegated the duties and responsibilities for tunnel inspection, reporting, and inventory. The Program Manager provides overall leadership and guidance to inspection Team Leaders and load raters.
Public road. The term “public road” has the same meaning as in 23 U.S.C. 101(a)(21).
Quality assurance (QA). The term “quality assurance (QA)” means the use of sampling and other measures to ensure the adequacy of quality control procedures in order to verify or measure the quality of the entire tunnel inspection and load rating program.
Quality control (QC). The term “quality control (QC)” means the procedures that are intended to maintain the quality of a tunnel inspection and load rating at or above a specified level.
Routine inspection. The term “routine inspection” means a regularly scheduled comprehensive inspection encompassing all tunnel structural elements and functional systems and consisting of observations and measurements needed to determine the physical and functional condition of the tunnel, to identify any changes from initial or previously recorded conditions, and to ensure that tunnel components continue to satisfy present service requirements.
Routine permit load. The term “routine permit load” means a vehicular load that has a gross weight, axle weight, or distance between axles not conforming with State laws for legally configured vehicles, and is authorized for unlimited trips over an extended period of time to move alongside other heavy vehicles on a regular basis.
Special inspection. The term “special inspection” means an inspection, scheduled at the discretion of the tunnel owner, used to monitor a particular known or suspected deficiency.
State transportation department (State DOT). The term “State transportation department (State DOT)” has the same meaning as in 23 U.S.C. 101(a)(28).
Team Leader. The term “Team Leader” means the on-site individual in charge of an inspection team responsible for planning, preparing, performing, and reporting on tunnel inspections.
Tunnel. The term “tunnel” means an enclosed roadway for motor vehicle traffic with vehicle access limited to portals, regardless of type of structure or method of construction, that requires, based on the owner's determination, special design considerations that may include lighting, ventilation, fire protection systems, and emergency egress capacity. The terms “tunnel” does not include bridges or culverts inspected under the National Bridge Inspection Standards (subpart C of this part).
Tunnel inspection experience. The term “tunnel inspection experience” means active participation in the performance of tunnel inspections in accordance with the National Tunnel Inspection Standards, in either a field inspection, supervisory, or management role.
Tunnel inspection refresher training. The term “tunnel inspection refresher training” means an FHWA-approved training course that aims to improve the quality of tunnel inspections, introduce new techniques, and maintain the consistency of the tunnel inspection program.
Tunnel Operations, Maintenance, Inspection and Evaluation (TOMIE) Manual. The term “Tunnel Operations, Maintenance, Inspection and Evaluation (TOMIE) Manual” means the “Tunnel Operations, Maintenance, Inspection and Evaluation (TOMIE) Manual” (incorporated by reference, see § 650.517).
Tunnel-specific inspection procedures. The term “tunnel-specific inspection procedures” means the written documentation of the directions necessary to plan for, and conduct an inspection. Directions include coverage of inspection methods, frequency of each method, inspection equipment, access equipment, identification of tunnel elements, components and functional systems, traffic coordination, and specialized qualifications for inspecting personnel.
§ 650.507 Tunnel inspection organization responsibilities.
(a) Each State DOT shall inspect, or cause to be inspected, all highway tunnels located on public roads, on and off Federal-aid highways, that are fully or partially located within the State's boundaries, except for tunnels that are owned by Federal agencies or tribal governments.
(b) Each Federal agency shall inspect, or cause to be inspected, all highway tunnels located on public roads, on and off Federal-aid highways, that are fully or partially located within the respective agency's responsibility or jurisdiction.
(c) Each tribal government shall inspect, or cause to be inspected, all highway tunnels located on public roads, on and off Federal-aid highways, that are fully or partially located within the respective tribal government's responsibility or jurisdiction.
(d) Where a tunnel is jointly owned, all bordering States, Federal agencies, and tribal governments with ownership interests should determine through a joint formal written agreement the inspection responsibilities of each State, Federal agency, and tribal government.
(e) Each State that contains one or more tunnels subject to these regulations, or Federal agency or tribal government with a tunnel under its jurisdiction, shall include a tunnel inspection organization that is responsible for all of the following:
(1) Statewide, Federal agency-wide, or tribal government-wide tunnel inspection policies and procedures (both general and tunnel-specific), quality control and quality assurance procedures, and preparation and maintenance of a tunnel inventory.
(2) Tunnel inspections, written reports, load ratings, management of critical findings, and other requirements of these standards.
(3) Maintaining a registry of nationally certified tunnel inspectors that work in their State or for their Federal agency or tribal government that includes, at a minimum, a method to positively identify each inspector, documentation that the inspector's training requirements are up-to-date, the inspector's current contact information, and detailed information about any adverse action that may affect the good standing of the inspector.
(4) A process, developed under the direction of a Professional Engineer and approved by FHWA, to determine when an inspection Team Leader's qualifications must meet § 650.509(b)(4) in order to adequately and appropriately lead an inspection of a complex tunnel or a tunnel with distinctive features or functions. At a minimum, the process shall consider a tunnel's type of construction, functional systems, history of performance, and physical and operational conditions.
(f) A State DOT, Federal agency, or tribal government may delegate functions identified in paragraphs (e)(1), (2), and (3) of this section through a formal written agreement, but such delegation does not relieve the State DOT, Federal agency, or tribal government of any of its responsibilities under this subpart.
(g) The State DOT, Federal agency, or tribal government tunnel inspection organization shall have a Program Manager with the qualifications listed in § 650.509(a), who has been delegated responsibility for paragraphs (e)(1), (2), and (3) of this section.
§ 650.509 Qualifications of personnel.
(a) A Program Manager shall, at a minimum:
(1) Be a registered Professional Engineer, or have 10 years of tunnel or bridge inspection experience;
(2) Be a nationally certified tunnel inspector;
(3) Satisfy the requirements of paragraphs (a)(1) and (2) of this section by August 13, 2017; and
(4) Be able to determine when a Team Leader's qualifications must meet the requirements of paragraph (b)(1)(i) of this section in accordance with the FHWA approved process developed in accordance with § 650.507(e)(4).
(b) A Team Leader shall, at a minimum:
(1) Meet at least one of the four qualifications listed in paragraphs (b)(1)(i) through (iv) of this section:
(i) Be a registered professional engineer and have six months of tunnel or bridge inspection experience.
(ii) Have 5 years of tunnel or bridge inspection experience.
(iii) Have all of the following:
(A) A bachelor's degree in engineering or engineering technology from a college or university accredited or determined as substantially equivalent by the Accreditation Board for Engineering and Technology.
(B) Successfully passed the National Council of Examiners for Engineering and Surveying Fundamentals of Engineering examination.
(C) Two (2) years of tunnel or bridge inspection experience.
(iv) Have all of the following:
(A) An associate's degree in engineering or engineering technology from a college or university accredited or determined as substantially equivalent by the Accreditation Board for Engineering and Technology.
(B) Four years of tunnel or bridge inspection experience.
(2) Be a nationally certified tunnel inspector.
(3) Provide documentation supporting the satisfaction of paragraphs (b)(1) and (2) of this section to the Program Manager of each State DOT, Federal agency, or tribal government for which they are performing tunnel inspections.
(4) Be a registered Professional Engineer and have six months of tunnel or bridge inspection experience if the Program Manager determines through the approved process developed under § 650.507(e)(4) that the tunnel being inspected is complex or has distinctive features or functions that warrant this level of qualifications.
(c) Load ratings shall be performed by, or under the direct supervision of, a registered Professional Engineer.
(d) Each State DOT, Federal agency, and tribal government shall determine inspection personnel qualifications for damage, cursory, and special inspections.
(e) A nationally certified tunnel inspector shall:
(1) Complete an FHWA-approved comprehensive tunnel inspection training course and score 70 percent or greater on an end-of-course assessment;
(2) Complete a cumulative total of 18 hours of FHWA-approved tunnel inspection refresher training over each 60 month period; and
(3) Maintain documentation supporting the satisfaction of paragraphs (e)(1) and (2) of this section, and, upon request, provide documentation of their training status and current contact information to the Tunnel Inspection Organization of each State DOT, Federal agency, or tribal government for which they will be performing tunnel inspections.
(f) Acceptable tunnel inspection training includes the following:
(1) National Highway Institute training. NHI courses on comprehensive tunnel inspection training.
(2) FHWA approval of alternate training. A State DOT, Federal agency, or tribal government may submit to FHWA a training course as an alternative to the NHI course. The FHWA shall approve alternative course materials and end-of-course assessments for national consistency and certification purposes. The Program Manager shall review the approved alternative training course every 5 years to ensure the material is current. Updates to approved course materials and end-of-course assessments shall be resubmitted to FHWA for approval.
(g) In evaluating the tunnel inspection experience requirements under paragraphs (a) and (b) of this section, a combination of tunnel design, tunnel maintenance, tunnel construction, and tunnel inspection experience, with the predominant amount in tunnel inspection, is acceptable. Also, the following criteria should be considered:
(1) The relevance of the individual's actual experience, including the extent to which the experience has enabled the individual to develop the skills needed to properly lead a tunnel safety inspection.
(2) The individual's exposure to the problems or deficiencies common in the types of tunnels being inspected by the individual.
(3) The individual's understanding of the specific data collection needs and requirements.
§ 650.511 Inspection interval.
(a) Initial inspection. A State DOT, Federal agency, or tribal government tunnel inspection organization shall conduct, or cause to be conducted, an initial inspection for each tunnel described in § 650.503 as follows:
(1) For existing tunnels, conduct a routine inspection of each tunnel according to the inspection guidance provided in the Tunnel Operations, Maintenance, Inspection and Evaluation (TOMIE) Manual (incorporated by reference, see § 650.517) by August 13, 2017.
(2) For tunnels completed after these regulations take effect, the initial routine inspection shall be conducted after all construction is completed and prior to opening to traffic, according to the inspection guidance provided in the Tunnel Operations, Maintenance, Inspection and Evaluation (TOMIE) Manual (incorporated by reference, see § 650.517).
(b) Routine inspections. A State DOT, Federal agency, or tribal government tunnel inspection organization shall conduct, or cause to be conducted, routine inspections for each tunnel described in § 650.503 as follows:
(1) Establish for each tunnel the NTIS routine Inspection Date in a month and year (MM/DD/YYYY) format. This date should only be modified by the Program Manager in rare circumstances.
(2) Inspect each tunnel at regular 24-month intervals.
(3) For tunnels needing inspection more frequently than 24-month intervals, establish criteria to determine the level and frequency to which these tunnels are inspected, based on a risk analysis approach that considers such factors as tunnel age, traffic characteristics, geotechnical conditions, and known deficiencies.
(4) Certain tunnels may be inspected at regular intervals up to 48 months. Inspecting a tunnel at an increased interval may be appropriate when past inspection findings and analysis justifies the increased inspection interval. At a minimum, the following criteria shall be used to determine the level and frequency of inspection based on an assessed lower risk: Tunnel age, time from last major rehabilitation, tunnel complexity, traffic characteristics, geotechnical conditions, functional systems, and known deficiencies. A written request that justifies a regular routine inspection interval between 24 and 48 months shall be submitted to FHWA for review and comment prior to the extended interval being implemented.
(5) Inspect each tunnel in accordance with the established interval. The acceptable tolerance for inspection interval is within 2 months before or after the Inspection Date established in paragraph (b)(1) of this section in order to maintain that date. The actual month, day, and year of the inspection are to be reported in the National Tunnel Inventory.
(c) Damage, in-depth, and special inspections. The Program Manager shall establish criteria to determine the level and frequency of damage, in-depth, and special inspections. Damage, in-depth, and special inspections may use non-destructive testing or other methods not used during routine inspections at an interval established by the Program Manager. In-depth inspections should be scheduled for complex tunnels and for certain structural elements and functional systems when necessary to fully ascertain the condition of the element or system; hands-on inspection may be necessary at some locations.
§ 650.513 Inspection procedures.
Each State DOT, Federal agency, or tribal government tunnel inspection organization, to carry out its inspection responsibilities, shall perform or cause to be performed all of the following:
(a) Inspect tunnel structural elements and functional systems in accordance with the inspection guidance provided in the Tunnel Operations, Maintenance, Inspection and Evaluation (TOMIE) Manual (incorporated by reference, see § 650.517).
(b) Provide at least one Team Leader, who meets the minimum qualifications stated in § 650.509, at the tunnel at all times during each initial, routine, and in-depth inspection. The State DOT, Federal agency, or tribal government shall report the nationally certified tunnel inspector identification for each Team Leader that is wholly or partly responsible for a tunnel inspection must be reported to the National Tunnel Inventory.
(c) Prepare and document tunnel-specific inspection procedures for each tunnel inspected and inventoried that shall:
(1) Take into account the design assumptions and the tunnel complexity; and
(2) Identify the—
(i) Tunnel structural elements and functional systems to be inspected;
(ii) Methods of inspection to be used;
(iii) Frequency of inspection for each method; and
(iv) Inspection equipment, access equipment, and traffic coordination needed.
(d) Establish requirements for functional system testing, direct observation of critical system checks, and testing documentation.
(e) For complex tunnels, identify specialized inspection procedures and additional inspector training and experience required to inspect complex tunnels. Inspect complex tunnels according to the specialized inspection procedures.
(f) Conduct tunnel inspections with qualified staff not associated with the operation or maintenance of the tunnel structure or functional systems.
(g) Rate each tunnel's safe vehicular load-carrying capacity in accordance with the Sections 6 or 8, AASHTO Manual for Bridge Evaluation (incorporated by reference, see § 650.517). A State DOT, Federal agency, or tribal government shall conduct a load rating evaluation as soon as practical, but not later than three months after the completion of the inspection, if a change in condition is identified. Post or restrict the highways in or over the tunnel in accordance with Section 6, AASHTO Manual for Bridge Evaluation (incorporated by reference, see § 650.517), or in accordance with State law, when the maximum unrestricted legal loads or State routine permit loads exceed those allowed under the operating rating or equivalent rating factor. Postings shall be made as soon as possible but not later than 30 days after a valid load rating determines a need for such posting. At-grade roadways in tunnels are exempt from load rating. A State DOT, Federal agency, or tribal government, shall maintain load rating calculations or input files with a summary of results as a part of the tunnel record.
(h) Prepare tunnel inspection documentation as described in the Tunnel Operations, Maintenance, Inspection and Evaluation (TOMIE) Manual (incorporated by reference, see § 650.517), and maintain written reports or electronic files on the results of tunnel inspections, together with notations of any action taken to address the findings of such inspections. Maintain relevant maintenance and inspection data to allow assessment of current tunnel condition. At a minimum, information collected will include data regarding basic tunnel information (e.g., tunnel location, posted speed, inspection reports, repair recommendations, and repair and rehabilitation work completed), tunnel and roadway geometrics, interior tunnel structural features, portal structure features, and tunnel systems information. When available, tunnel data collected shall include diagrams, photos, condition of each structural and functional system component, notations of any action taken to address the findings of such inspections, and the national tunnel inspector certification registry identification for each Team Leader responsible in whole or in part for the inspection.
(i) Use systematic quality control and quality assurance procedures to maintain a high degree of accuracy and consistency in the inspection program. Include periodic field review of inspection teams, data quality checks, and independent review of inspection reports and computations.
(j) Establish a Statewide, Federal agency-wide, or tribal government-wide procedure to ensure that critical findings are addressed in a timely manner. Notify FHWA within 24 hours of any critical finding and the activities taken, underway, or planned to resolve or monitor the critical finding. Update FHWA regularly or as requested on the status of each critical finding until it is resolved. Annually provide a written report to FHWA with a summary of the current status of the resolutions for each critical finding identified within that year or unresolved from a previous year.
(k) Provide information at least annually, or more frequently upon request, in cooperation with any FHWA review of State DOT, Federal agency, or tribal government compliance with the NTIS. The FHWA will assess annually State DOT compliance using statistical assessments and well-defined measures based on the requirements of this subpart.
§ 650.515 Inventory.
(a) Preliminary inventory. Each State, Federal agency, or tribal government shall collect and submit the inventory data items described in the Specifications for the National Tunnel Inventory (incorporated by reference, see § 650.517) for all tunnels subject to the NTIS by December 11, 2015.
(b) National Tunnel Inventory. Each State, Federal agency, or tribal government shall prepare, maintain, and make available to FHWA upon request, an inventory of all highway tunnels subject to the NTIS that includes the preliminary inventory information submitted in paragraph (a) of this section, reflects the findings of the most recent tunnel inspection conducted, and is consistent and coordinated with the Specifications for the National Tunnel Inventory.
(c) Data entry for inspections. For all inspections, each State DOT, Federal agency, or tribal government shall enter the appropriate tunnel inspection data into its inventory within 3 months after the completion of the inspection.
(d) Data entry for tunnel modifications and new tunnels. For modifications to existing tunnels that alter previously recorded data and new tunnels, each State DOT, Federal agency, or tribal government shall enter the appropriate data into its inventory within 3 months after the completion of the work.
(e) Data entry for tunnel load restriction and closure changes. For changes in traffic load restriction or closure status, each State DOT, Federal agency, or tribal government shall enter the data into its inventory within 3 months after the change in status of the tunnel.
§ 650.517 Incorporation by reference.
(a) Certain material is incorporated by reference into this part with the approval of the Director of the Federal Register under 5 U.S.C. 552(a) and 1 CFR part 51. To enforce any edition other than that specified in this section, the FHWA must publish notice of change in the Federal Register and the material must be available to the public. All approved material is available for inspection at 1200 New Jersey Avenue SE., Washington, DC 20590. For questions regarding the availability of this material at FHWA, call the FHWA Regulations Officer, Office of the Chief Counsel, HCC-10, 202-366-0761. This material is also available for inspection at the National Archives and Records Administration (NARA). For information on the availability of this material at NARA, call 202-741-6030 or go to http://www.archives.gov/federal_register/code_of_federal_regulations/ibr_locations.html.
(b) American Association of State Highway and Transportation Officials (AASHTO), Suite 249, 444 N. Capitol Street NW., Washington, DC 20001, 800-231-3475, https://bookstore.transportation.org.
(1) “The Manual of Bridge Evaluation,” Section 6 “Load Rating” and Section 8 “Nondestructive Load Testing,” Second Edition, 2011, copyright 2011, incorporation by reference approved for §§ 650.505 and 650.513(a).
(2) 2011 Interim Revisions to “The Manual of Bridge Evaluation,” Section 6 “Load Rating,” Second Edition, 2010, copyright 2011, incorporation by reference approved for §§ 650.505 and 650.513(a).
(3) 2013 Interim Revisions to “The Manual of Bridge Evaluation,” Section 6 “Load Rating,” Second Edition, 2010, copyright 2013, incorporation by reference approved for §§ 650.505 and 650.513(a).
(4) 2014 Interim Revisions to “The Manual of Bridge Evaluation,” Section 6 “Load Rating,” Second Edition, 2010, copyright 2013, incorporation by reference approved for §§ 650.505 and 650.513(a).
(5) 2015 Interim Revisions to “The Manual of Bridge Evaluation,” Section 6 “Load Rating,” Second Edition, 2010, copyright 2014, incorporation by reference approved for §§ 650.505 and 650.513(a).
(c) Office of Bridges and Structures, Federal Highway Administration, U.S. Department of Transportation, 1200 New Jersey Avenue SE., Washington, DC 20590.
(1) FHWA-HIF-15-005, “Tunnel Operations, Maintenance, Inspection and Evaluation (TOMIE) Manual,” 2015 edition, available in electronic format at http://www.fhwa.dot.gov/bridge/inspection/tunnel/. Incorporation by reference approved for §§ 650.505, 650.511(a), and 650.513(a) and (h).
(2) FHWA-HIF-15-006, “Specifications for National Tunnel Inventory,” 2015 edition, available in electronic format at http://www.fhwa.dot.gov/bridge/inspection/tunnel/. Incorporation by reference approved for § 650.515(a) and (b).
F Subparts F-G [Reserved]
Subpart H Navigational Clearances for Bridges
Source: 52 FR 28139, July 28, 1987, unless otherwise noted.
§ 650.801 Purpose.
The purpose of this regulation is to establish policy and to set forth coordination procedures for Federal-aid highway bridges which require navigational clearances.
§ 650.803 Policy.
It is the policy of FHWA:
(a) To provide clearances which meet the reasonable needs of navigation and provide for cost-effective highway operations,
(b) To provide fixed bridges wherever practicable, and
(c) To consider appropriate pier protection and vehicular protective and warning systems on bridges subject to ship collisions.
§ 650.805 Bridges not requiring a USCG permit.
(a) The FHWA has the responsibility under 23 U.S.C. 144(h) to determine that a USCG permit is not required for bridge construction. This determination shall be made at an early stage of project development so that any necessary coordination can be accomplished during environmental processing.
(b) A USCG permit shall not be required if the FHWA determines that the proposed construction, reconstruction, rehabilitation, or replacement of the federally aided or assisted bridge is over waters (1) which are not used or are not susceptible to use in their natural condition or by reasonable improvement as a means to transport interstate or foreign commerce and (2) which are (i) not tidal, or (ii) if tidal, used only by recreational boating, fishing, and other small vessels less than 21 feet in length.
(c) The highway agency (HA) shall assess the need for a USCG permit or navigation lights or signals for proposed bridges. The HA shall consult the appropriate District Offices of the U.S. Army Corps of Engineers if the susceptibility to improvement for navigation of the water of concern is unknown and shall consult the USCG if the types of vessels using the waterway are unknown.
(d) For bridge crossings of waterways with navigational traffic where the HA believes that a USCG permit may not be required, the HA shall provide supporting information early in the environmental analysis stage of project development to enable the FHWA to make a determination that a USCG permit is not required and that proposed navigational clearances are reasonable.
(e) Since construction in waters exempt from a USCG permit may be subject to other USCG authorizations, such as approval of navigation lights and signals and timely notice to local mariners of waterway changes, the USCG should be notified whenever the proposed action may substantially affect local navigation.
§ 650.807 Bridges requiring a USCG permit.
(a) The USCG has the responsibility (1) to determine whether a USCG permit is required for the improvement or construction of a bridge over navigable waters except for the exemption exercised by FHWA in § 650.805 and (2) to approve the bridge location, alignment and appropriate navigational clearances in all bridge permit applications.
(b) A USCG permit shall be required when a bridge crosses waters which are: (1) tidal and used by recreational boating, fishing, and other small vessels 21 feet or greater in length or (2) used or susceptible to use in their natural condition or by reasonable improvement as a means to transport interstate or foreign commerce. If it is determined that a USCG permit is required, the project shall be processed in accordance with the following procedures.
(c) The HA shall initiate coordination with the USCG at an early stage of project development and provide opportunity for the USCG to be involved throughout the environmental review process in accordance with 23 CFR part 771. The FHWA and Coast Guard have developed internal guidelines which set forth coordination procedures that both agencies have found useful in streamlining and expediting the permit approval process. These guidelines include (1) USCG/FHWA Procedures for Handling Projects which Require a USCG Permit 1 and (2) the USCG/FHWA Memorandum of Understanding on Coordinating The Preparation and Processing of Environmental Projects. 2
1 This document is an internal directive in the USCG Bridge Administration Manual, Enclosure 1a, COMDT INST M16590.5, change 2 dated Dec. 1, 1983. It is available for inspection and copying from the U.S. Coast Guard or the Federal Highway Administration as prescribed in 49 CFR part 7, appendices B and D.
2 FHWA Notice 6640.22 dated July 17, 1981, is available for inspection and copying as prescribed in 49 CFR part 7, appendix D.
(d) The HA shall accomplish sufficient preliminary design and consultation during the environmental phase of project development to investigate bridge concepts, including the feasibility of any proposed movable bridges, the horizontal and vertical clearances that may be required, and other location considerations which may affect navigation. At least one fixed bridge alternative shall be included with any proposal for a movable bridge to provide a comparative analysis of engineering, social, economic and environmental benefit and impacts.
(e) The HA shall consider hydraulic, safety, environmental and navigational needs along with highway costs when designing a proposed navigable waterway crossing.
(f) For bridges where the risk of ship collision is significant, HA's shall consider, in addition to USCG requirements, the need for pier protection and warning systems as outlined in FHWA Technical Advisory 5140.19, Pier Protection and Warning Systems for Bridges Subject to Ship Collisions, dated February 11, 1983.
(g) Special navigational clearances shall normally not be provided for accommodation of floating construction equipment of any type that is not required for navigation channel maintenance. If the navigational clearances are influenced by the needs of such equipment, the USCG should be consulted to determine the appropriate clearances to be provided.
(h) For projects which require FHWA approval of plans, specifications and estimates, preliminary bridge plans shall be approved at the appropriate level by FHWA for structural concepts, hydraulics, and navigational clearances prior to submission of the permit application.
(i) If the HA bid plans contain alternative designs for the same configuration (fixed or movable), the permit application shall be prepared in sufficient detail so that all alternatives can be evaluated by the USCG. If appropriate, the USCG will issue a permit for all alternatives. Within 30 days after award of the construction contract, the USCG shall be notified by the HA of the alternate which was selected. The USCG procedure for evaluating permit applications which contain alternates is presented in its Bridge Administration Manual (COMDT INST M16590.5). 3 The FHWA policy on alternates, Alternate Design for Bridges; Policy Statement, was published at 48 FR 21409 on May 12, 1983.
3 United States Coast Guard internal directives are available for inspection and copying as prescribed in 49 CFR part 7, appendix B.
§ 650.809 Movable span bridges.
A fixed bridge shall be selected wherever practicable. If there are social, economic, environmental or engineering reasons which favor the selection of a movable bridge, a cost benefit analysis to support the need for the movable bridge shall he prepared as a part of the preliminary plans.
652 PART 652 [RESERVED]
PART 655 TRAFFIC OPERATIONS
Authority: 23 U.S.C. 101(a), 104, 109(d), 114(a), 217, 315, and 402(a); 23 CFR 1.32; and 49 CFR 1.85.
A Subparts A-E [Reserved]
Subpart F Traffic Control Devices on Federal-Aid and Other Streets and Highways
Source: 48 FR 46776, Oct. 14, 1983, unless otherwise noted.
§ 655.601 Purpose.
To prescribe the policies and procedures of the Federal Highway Administration (FHWA) to obtain basic uniformity of traffic control devices on all streets and highways in accordance with the following references that are approved by the FHWA for application on Federal-aid projects:
(a) MUTCD.
(b) AASHTO Guide to Metric Conversion.
(c) AASHTO Traffic Engineering Metric Conversion Factors.
(d) The material listed in this paragraph (a) of this section is incorporated by reference into this section with the approval of the Director of the Federal Register in accordance with 5 U.S.C. 552(a) and 1 CFR part 51. To enforce any edition other than that specified in this section, the FHWA must publish a document in the Federal Register and the material must be available to the public. All approved material is available for inspection at the FHWA and at the National Archives and Records Administration (NARA). Contact Federal Highway Administration, Office of Transportation Operations, 1200 New Jersey Avenue SE, Washington, DC 20590, (202) 366-8043; https://ops.fhwa.dot.gov/contactus.htm. For information on the availability of this material at NARA, email: fr.inspection@nara.gov, or go to: www.archives.gov/federal-register/cfr/ibr-locations.html. The material may be obtained from the following source(s) in this paragraph (d).
(1) AASHTO, American Association of State Highway and Transportation Officials, Suite 249, 444 North Capitol Street NW., Washington, DC 20001
(i) AASHTO Guide to Metric Conversion, 1993;
(ii) AASHTO, Traffic Engineering Metric Conversion Factors, 1993—Addendum to the Guide to Metric Conversion, October 1993.
(2) FHWA, Federal Highway Administration, 1200 New Jersey Avenue SE., Washington, DC 20590, telephone (202) 366-1993, also available at http://mutcd.fhwa.dot.gov.
(i) Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), 11th Edition, December 2023, with Revision 1 incorporated, FHWA, December 2025.
(ii) [Reserved]
[77 FR 28466, May 14, 2012, as amended at 87 FR 47931, Aug. 5, 2022; 88 FR 87695, Dec. 19, 2023; 91 FR 10773, Mar. 5, 2026]
§ 655.602 Definitions.
The terms used herein are defined in accordance with definitions and usages contained in the MUTCD and 23 U.S.C. 101(a).
§ 655.603 Standards.
(a) National MUTCD. The MUTCD approved by the Federal Highway Administrator is the national standard for all traffic control devices installed on any street, highway, or bicycle trail open to public travel in accordance with 23 U.S.C. 109(d) and 402(a). For the purpose of MUTCD applicability, open to public travel includes toll roads and roads within shopping centers, airports, sports arenas, and other similar business and/or recreation facilities that are privately owned but where the public is allowed to travel without access restrictions. Except for gated toll roads, roads within private gated properties where access is restricted at all times are not included in this definition. Parking areas, driving aisles within parking areas, and private highway-rail grade crossings are also not included in this definition.
(b) State or other Federal MUTCD. (1) Where State or other Federal agency MUTCDs or Supplements are required, they shall be in substantial conformance with the national MUTCD. Substantial conformance means that the State MUTCD or Supplement shall conform as a minimum to the Standard statements included in the national MUTCD. The FHWA Division Administrators and Associate Administrator for the Federal Lands Highway Program may grant exceptions in cases where a State MUTCD or Supplement cannot conform to Standard statements in the national MUTCD because of the requirements of a specific State law that was in effect prior to January 16, 2007, provided that the Division Administrator or Associate Administrator determines based on information available and documentation received from the State that the non-conformance does not create a safety concern. The Guidance statements contained in the national MUTCD shall also be in the State MUTCD or Supplement unless the reason for not including it is satisfactorily explained based on engineering judgment, specific conflicting State law, or a documented engineering study. A State MUTCD or Supplement shall not contain Standard, Guidance, or Option statements that contravene or negate Standard or Guidance statements in the national MUTCD. In addition to a State MUTCD or Supplement, supplemental documents that a State issues, including but not limited to policies, directives, standard drawings or details, and specifications, shall not contravene or negate Standard or Guidance statements in the national MUTCD. The FHWA Division Administrators shall approve the State MUTCDs and Supplements that are in substantial conformance as defined heretofore with the national MUTCD. The FHWA Associate Administrator of the Federal Lands Highway Program shall approve other Federal land management agencies' MUTCDs and Supplements that are in substantial conformance as defined heretofore with the national MUTCD. The FHWA Division Administrators and the FHWA Associate Administrators for the Federal Lands Highway Program have the flexibility to determine on a case-by-case basis the degree of variation allowed in a State MUTCD or Supplement to accommodate existing State laws as described heretofore, for the express purpose of amending such laws over time.
(2) States and other Federal agencies are encouraged to adopt the National MUTCD in its entirety as their official Manual on Uniform Traffic Control Devices.
(3) States and other Federal agencies shall adopt changes issued by the FHWA to the National MUTCD within two years from the effective date of the final rule. For those States that automatically adopt the MUTCD immediately upon the effective date of the latest edition or revision of the MUTCD, the FHWA Division Administrators have the flexibility to allow these States to install certain devices from existing inventory or previously approved construction plans that comply with the previous MUTCD during the two-year adoption period.
(c) Color specifications. Color determinations and specifications of sign and pavement marking materials shall conform to requirements of the FHWA Color Tolerance Charts. 1 An alternate method of determining the color of retroreflective sign material is provided in the appendix.
1 Available for inspection from the Office of Traffic Operations, Federal Highway Administration, 1200 New Jersey Avenue, SE., Washington, DC.
(d) Compliance—(1) Existing highways. Each State, in cooperation with its political subdivisions, and Federal agency shall have a program as required by 23 U.S.C. 402(a), which shall include provisions for the systematic upgrading of substandard traffic control devices and for the installation of needed devices to achieve conformity with the MUTCD. The FHWA may establish target dates of achieving compliance with changes to specific devices in the MUTCD.
(2) New or reconstructed highways. Federal-aid projects for the construction, reconstruction, resurfacing, restoration, or rehabilitation of streets and highways shall not be opened to the public for unrestricted use until all appropriate traffic control devices, either temporary or permanent, are installed and functioning properly. Both temporary and permanent devices shall conform to the MUTCD.
(3) Construction area activities. All traffic control devices installed in construction areas using Federal-aid funds shall conform to the MUTCD. Traffic control plans for handling traffic and pedestrians in construction zones and for protection of workers shall conform to the requirements of 23 CFR part 630, subpart J, Traffic Safety in Highway and Street Work Zones.
[48 FR 46776, Oct. 14, 1983, as amended at 51 FR 16834, May 7, 1986; 68 FR 14139, Mar. 24, 2003; 71 FR 75115, Dec. 14, 2006; 74 FR 28442, June 16, 2009; 74 FR 66861, Dec. 16, 2009; 88 FR 87695, Dec. 19, 2023]
§ 655.604 Achieving basic uniformity.
(a) Programs. Programs for the orderly and systematic upgrading of existing traffic control devices or the installation of needed traffic control devices on or off the Federal-aid system should be based on inventories made in accordance with the Highway Safety Program Guideline 21, “Roadway Safety.” These inventories provide the information necessary for programming traffic control device upgrading projects.
(b) Inventory. An inventory of all traffic control devices is recommended in the Highway Safety Program Guideline 21, “Roadway Safety.” Highway planning and research funds and highway related safety grant program funds may be used in statewide or systemwide studies or inventories. Also, metropolitan planning (PL) funds may be used in urbanized areas provided the activity is included in an approved unified work program.
[48 FR 46776, Oct. 14, 1983, as amended at 71 FR 75115, Dec. 14, 2006]
§ 655.605 Project procedures.
(a) Federal-aid highways. Federal-aid projects involving the installation of traffic control devices shall follow procedures as established in 23 CFR part 630, subpart A, Federal-Aid Programs Approval and Project Authorization. Simplified and timesaving procedures are to be used to the extent permitted by existing policy.
(b) Off-system highways. Certain federally funded programs are available for installation of traffic control devices on streets and highways that are not on the Federal-aid system. The procedures used in these programs may vary from project to project but, essentially, the guidelines set forth herein should be used.
§ 655.606 Higher cost materials.
The use of signing, pavement marking, and signal materials (or equipment) having distinctive performance characteristics, but costing more than other materials (or equipment) commonly used may be approved by the FHWA Division Administrator when the specific use proposed is considered to be in the public interest.
§ 655.607 Funding.
(a) Federal-aid highways. (1) Funds apportioned or allocated under 23 U.S.C. 104(b) are eligible to participate in projects to install traffic control devices in accordance with the MUTCD on newly constructed, reconstructed, resurfaced, restored, or rehabilitated highways, or on existing highways when this work is classified as construction in accordance with 23 U.S.C. 101(a). Federal-aid highway funds for eligible pavement markings and traffic control signalization may amount to 100 percent of the construction cost. Federal-aid highway funds apportioned or allocated under other sections of 23 U.S.C. are eligible for participation in improvements conforming to the MUTCD in accordance with the provisions of applicable program regulations and directives.
(2) Traffic control devices are eligible, in keeping with paragraph (a)(1) of this section, provided that the work is classified as construction in accordance with 23 U.S.C. 101(a) and the State or local agency has a policy acceptable to the FHWA Division Administrator for selecting traffic control devices material or equipment based on items such as cost, traffic volumes, safety, and expected service life. The State's policy should provide for cost-effective selection of materials which will provide for substantial service life taking into account expected and necessary routine maintenance. For these purposes, effectiveness would normally be measured in terms of durability, service life and/or performance of the material. Specific projects including material or equipment selection shall be developed in accordance with this policy. Proposed work may be approved on a project-by-project basis when the work is (i) clearly warranted, (ii) on a Federal-aid system, (iii) clearly identified by site, (iv) substantial in nature, and (v) of sufficient magnitude at any given location to warrant Federal-aid participation as a construction item.
(3) The method of accomplishing the work will be in accordance with 23 CFR part 635, subpart A, Contract Procedures.
(b) Off-system highways. Certain Federal-aid highway funds are eligible to participate in traffic control device improvement projects on off-system highways. In addition, Federal-aid highway funds apportioned or allocated in 23 U.S.C. are eligible for the installation of traffic control devices on any public road not on the Federal-aid system when the installation is directly related to a traffic improvement project on a Federal-aid system route.
Appendix to Subpart F of Part 655 Alternate Method of Determining the Color of Retroreflective Sign Materials and Pavement Marking Materials
1. Although the FHWA Color Tolerance Charts depreciate the use of spectrophotometers or accurate tristimulus colorimeters for measuring the daytime color of retroreflective materials, recent testing has determined that 0/45 or 45/0 spectroradiometers and tristimulus colorimeters have proved that the measurements can be considered reliable and may be used.
2. The daytime color of non-fluorescent retroreflective materials may be measured in accordance with ASTM Test Method E1349, “Standard Test Method for Reflectance Factor and Color by Spectrophotometry Using Bidirectional Geometry” or ASTM Test Method E 1347 (Replaces E97), “Standard Test Method for Color and Color-Difference Measurement by Tristimulus (Filter) Colorimetry.” The latter test method specified bidirectional geometry for the measurement of retroreflective materials. The geometric conditions to be used in both test methods are 0/45 or 45/0 circumferential illumination or viewing. Uniplanar geometry is not recommended for material types IV or higher (designated microprismatic). The CIE standard illuminant used in computing the colorimetric coordinates shall be D65 and the 2 Degree Standard CIE observer shall be used.
3. For fluorescent retroreflective materials ASTM E991 may be used to determine the chromaticity provided that the D65 illumination meets the requirements of E 991. This practice, however, allows only the total luminous factor to be measured. The fluorescent luminous factor must be determined using bispectral fluorescent colorimetry. Commercial instruments are available which allow such determination. Some testing laboratories are also equipped to perform these measurements.
4. For nighttime measurements CIE Standard Illuminant A shall be used in computing the colorimetric coordinates and the 2 Degree Standard CIE Observer shall be used.
5. Average performance sheeting is identified as Types I and II sheeting and high performance sheeting is identified as Type III. Super-high intensity sheeting is identified as Types V, VI, and VII in ASTM D 4956.
6. The following ten tables depict the 1931 CIE Chromaticity Diagram x and y coordinates for the corner points defining the recommended color boxes in the diagram and the daytime luminance factors for those colors. Lines drawn between these corner points specify the limits of the chromaticity allowed in the 1931 Chromaticity Diagram. Color coordinates of samples that lie within these lines are acceptable. For blue and green colors the spectrum locus is the defining limit between the corner points located on the spectrum locus:
Table 1 to Appendix to Part 655, Subpart F—Daytime Color Specification Limits for Retroreflective Material With CIE 2° Standard Observer and 45/0 (0/45) Geometry and CIE Standard Illuminant D65.
Color | Chromaticity Coordinates
1 | 2 | 3 | 4
x | y | x | y | y | x | x | y
White | 0.303 | 0.300 | 0.368 | 0.366 | 0.340 | 0.393 | 0.274 | 0.329
Red | 0.648 | 0.351 | 0.735 | 0.265 | 0.629 | 0.281 | 0.565 | 0.346
Orange | 0.558 | 0.352 | 0.636 | 0.364 | 0.570 | 0.429 | 0.506 | 0.404
Brown | 0.430 | 0.340 | 0.430 | 0.390 | 0.518 | 0.434 | 0.570 | 0.382
Yellow | 0.498 | 0.412 | 0.557 | 0.442 | 0.479 | 0.520 | 0.438 | 0.472
Green | 0.026 | 0.399 | 0.166 | 0.364 | 0.286 | 0.446 | 0.207 | 0.771
Blue | 0.078 | 0.171 | 0.150 | 0.220 | 0.210 | 0.160 | 0.137 | 0.038
Light Blue | 0.180 | 0.260 | 0.240 | 0.300 | 0.270 | 0.260 | 0.230 | 0.200
Purple | 0.302 | 0.064 | 0.310 | 0.210 | 0.380 | 0.255 | 0.468 | 0.140
Table 1a to Appendix to Part 655, Subpart F—Daytime Luminance Factors (%) for Retroreflective Material With CIE 2° Standard Observer and 45/0 (0/45) Geometry and CIE Standard Illuminant D65.
Color | Daytime Luminance Factor (Y %) by ASTM Type
Types I, II, III and VI | Types IV, VII, and VIII | Type V
Minimum | Maximum | Minimum | Maximum | Minimum | Maximum
White | 27 | 40 | 15
Red | 2.5 | 12 | 3.0 | 15 | 2.5 | 11
Orange | 14 | 30 | 12 | 30 | 7.0 | 25
Brown | 4.0 | 9.0 | 1.0 | 6.0 | 1.0 | 9.0
Yellow | 15 | 45 | 24 | 45 | 12 | 30
Green | 3.0 | 9.0 | 3.0 | 12 | 2.5 | 11
Blue | 1.0 | 10 | 1.0 | 10 | 1.0 | 10
Light Blue | 12 | 40 | 18 | 40 | 8.0 | 25
Purple | 2.0 | 10 | 2.0 | 10 | 2.0 | 10
Table 2 to Appendix to Part 655, Subpart F—Nighttime Color Specification Limits for Retroreflective Material With CIE 2° Standard Observer and Observation Angle of 0.33°, Entrance Angle of + 5° and CIE Standard Illuminant A.
Color | Chromaticity Coordinates
1 | 2 | 3 | 4
x | y | x | y | x | y | x | y
White | 0.475 | 0.452 | 0.360 | 0.415 | 0.392 | 0.370 | 0.515 | 0.409
Red | 0.650 | 0.348 | 0.620 | 0.348 | 0.712 | 0.2550 | 0.735 | 0.265
Orange | 0.595 | 0.405 | 0.565 | 0.405 | 0.613 | 0.355 | 0.643 | 0.355
Brown | 0.595 | 0.405 | 0.540 | 0.405 | 0.570 | 0.365 | 0.643 | 0.355
Yellow | 0.513 | 0.487 | 0.500 | 0.4700 | 0.545 | 0.425 | 0.572 | 0.425
Green | 0.007 | 0.570 | 0.200 | 0.500 | 0.322 | 0.590 | 0.193 | 0.782
Blue | 0.033 | 0.370 | 0.180 | 0.370 | 0.230 | 0.240 | 0.091 | 0.133
Purple | 0.355 | 0.088 | 0.385 | 0.288 | 0.500 | 0.350 | 0.635 | 0.221
Light Blue | Chromaticity coordinates are yet to be determined.
Note: Materials used as High-Conspicuity, Retroreflective Traffic Signage Materials shall meet the requirements for Daytime Color Specification Limits, Daytime Luminance Factors and Nighttime Color Specification Limits for Fluorescent Retroreflective Material, as described in Tables 3, 3a, and 4, throughout the service life of the sign.
Table 3 to Appendix to Part 655, Subpart F—Daytime Color Specification Limits for Fluorescent Retroreflective Material with CIE 2° Standard Observer and 45/0 (0/45) Geometry and CIE Standard Illuminant D65.
Color | Chromaticity Coordinates
1 | 2 | 3 | 4
x | y | x | y | x | y | x | y
Fluorescent Orange | 0.583 | 0.416 | 0.535 | 0.400 | 0.595 | 0.351 | 0.645 | 0.355
Fluorescent Yellow | 0.479 | 0.520 | 0.446 | 0.483 | 0.512 | 0.421 | 0.557 | 0.442
Fluorescent Yellow-Green | 0.387 | 0.610 | 0.369 | .546 | .428 | .496 | 0.460 | 0.540
Fluorescent Green | 0.210 | 0.770 | 0.232 | 0.656 | 0.320 | 0.590 | 0.320 | 0.675
Fluorescent Pink | 0.450 | 0.270 | 0.590 | 0.350 | 0.644 | 0.290 | 0.536 | 0.230
Fluorescent Red | 0.666 | 0.334 | 0.613 | 0.333 | 0.671 | 0.275 | 9.735 | 0.265
Table 3a to Appendix to Part 655, Subpart F—Daytime Luminance Factors (%) for Fluorescent Retroreflective Material With CIE 2° Standard Observer and 45/0 (0/45) Geometry and CIE Standard Illuminant D65.
Color | Luminance Factor Limits (Y)
Min | Max | YF*
Fluorescent Orange | 25 | None | 15
Fluorescent Yellow | 45 | None | 20
Fluorescent Yellow-Green | 60 | None | 20
Fluorescent Green | 20 | 30 | 12
Fluorescent Pink | 25 | None | 15
Fluorescent Red | 20 | 30 | 15
*Fluorescence luminance factors (YF) are typical values, and are provided for quality assurance purposes only. YF shall not be used as a measure of performance during service.
Table 4 to Appendix to Part 655, Subpart F—Nighttime Color Specification Limits for Fluorescent Retroreflective Material With CIE 2° Standard Observer and Observation Angle of 0.33°, Entrance Angle of + 5° and CIE Standard Illuminant A.
Color | Chromaticity Coordinates
1 | 2 | 3 | 4
x | y | x | y | x | y | x | y
Fluorescent Orange | 0.625 | 0.375 | 0.589 | 0.376 | 0.636 | 0.330 | 0.669 | 0.331
Fluorescent Yellow | 0.554 | 0.445 | 0.526 | 0.437 | 0.569 | 0.394 | 0.610 | 0.390
Fluorescent Yellow-Green | 0.480 | 0.520 | 0.473 | 0.490 | 0.523 | 0.440 | 0.550 | 0.449
Fluorescent Green | 0.007 | 0.570 | 0.200 | 0.500 | 0.322 | 0.590 | 0.193 | 0.782
Fluorescent Red | 0.680 | 0.320 | 0.645 | 0.320 | 0.712 | 0.253 | 0.735 | 0.265
Table 5 to Appendix to Part 655, Subpart F—Daytime Color Specification Limits for Retroreflective Pavement Marking Material With CIE 2° Standard Observer and 45/0 (0/45) Geometry and CIE Standard Illuminant D65.
Color | Chromaticity Coordinates
1 | 2 | 3 | 4
x | y | x | y | x | y | x | y
White | 0.355 | 0.355 | 0.305 | 0.305 | 0.285 | 0.325 | 0.335 | 0.375
Yellow | 0.560 | 0.440 | 0.490 | 0.510 | 0.420 | 0.440 | 0.460 | 0.400
Red | 0.480 | 0.300 | 0.690 | 0.315 | 0.620 | 0.380 | 0.480 | 0.360
Blue | 0.105 | 0.100 | 0.220 | 0.180 | 0.200 | 0.260 | 0.060 | 0.220
Purple | 0.300 | 0.064 | 0.309 | 0.260 | 0.362 | 0.295 | 0.475 | 0.144
Table 5a to Appendix to Part 655, Subpart F—Daytime Luminance Factors (%) for Retroreflective Pavement Marking Material With CIE 2° Standard Observer and 45/0 (0/45) Geometry and CIE Standard Illuminant D65.
Color | Luminance Factor (Y%)
Minimum | Maximum
White | 35
Yellow | 25
Red | 6 | 15
Blue | 5 | 14
Purple | 5 | 15
Table 6 to Appendix to Part 655, Subpart F—Nightime Color Specification Limits for Retroreflective Pavement Marking Material With CIE 2° Standard Observer, Observation Angle of 1.05°, Entrance Angle of + 88.76° and CIE Standard Illuminant A.
Color | Chromaticity Coordinates
1 | 2 | 3 | 4
x | y | x | y | x | y | x | y
White | 0.480 | 0.410 | 0.430 | 0.380 | 0.405 | 0.405 | 0.455 | 0.435
Yellow | 0.575 | 0.425 | 0.508 | 0.415 | 0.473 | 0.453 | 0.510 | 0.490
Purple | 0.338 | 0.080 | 0.425 | 0.365 | 0.470 | 0.385 | 0.635 | 0.221
Note: Luminance factors for retroreflective pavement marking materials are for materials as they are intended to be used. For paint products, that means inclusion of glass beads and/or other retroreflective components.
Table 7 to Appendix to Part 655, Subpart F—Daytime Color Specification Limits for Non-Retroreflective Materials Used for Colored Pavements
Color | Chromaticity coordinates
1 | 2 | 3 | 4
x | y | x | y | x | y | x | y
Green | 0.230 | 0.714 | 0.266 | 0.460 | 0.367 | 0.480 | 0.367 | 0.584
Red | 0.420 | 0.330 | 0.450 | 0.380 | 0.560 | 0.370 | 0.540 | 0.320
[67 FR 49572, July 31, 2002, as amended at 67 FR 70163, Nov. 21, 2002; 68 FR 65582, 65583, Nov. 20, 2003; 74 FR 66862, 66863, Dec. 16, 2009; 88 FR 87695, Dec. 19, 2023]
G Subpart G [Reserved]
PART 656 CARPOOL AND VANPOOL PROJECTS
Authority: 23 U.S.C. 146 and 315; sec. 126 of the Surface Transportation Assistance Act of 1978, Pub. L. 95-599, 92 Stat. 2689; 49 CFR 1.48(b).
Source: 47 FR 43024, Sept. 30, 1982, unless otherwise noted.
§ 656.1 Purpose.
The purpose of this regulation is to prescribe policies and general procedures for administering a program of ridesharing projects using Federal-aid primary, secondary, and urban system funds.
§ 656.3 Policy.
Section 126(d) of the Surface Transportation Assistance Act of 1978 declares that special effort should be made to promote commuter modes of transportation which conserve energy, reduce pollution, and reduce traffic congestion.
§ 656.5 Eligibility.
(a) Projects which promote ridesharing programs need not be located on but must serve a Federal-aid system to be eligible for Federal-aid primary, secondary, or urban system funds depending on the system served. The Federal share payable will be in accordance with the provisions of 23 U.S.C. 120. Except for paragraph (c)(3) of this section, for all purposes of this regulation the term carpool includes vanpool.
(b) Projects shall not be approved under this regulation if they will have an adverse effect on any mass transportation system.
(c) The following types of projects and work are considered eligible under this program:
(1) Systems, whether manual or computerized, for locating potential participants in carpools and informing them of the opportunities for participation. Eligible costs for such systems may include costs of use or rental of computer hardware, costs of software, and installation costs (including both labor and other related items).
(2) Specialized procedures to provide carpooling opportunities to elderly or handicapped persons.
(3) The costs of acquiring vanpool vehicles and actual financial losses that occur when the operation of any vanpool is aborted before the scheduled termination date for the reason, concurred in by the State, that its continuation is no longer productive. The cost of acquiring a vanpool vehicle is eligible under the following conditions:
(i) The vanpool vehicle is a four-wheeled vehicle manufactured for use on public highways for transportation of 7-15 passengers (no passenger cars which do not meet the 7-15 criteria and no buses); and
(ii) Provision is made for repayment of the acquisition cost to the project within the passenger-service life of the vehicle. Repayment may be accomplished through the charging of a reasonable user fee based on an estimated number of riders per vehicle and the cost of reasonable vehicle depreciation, operation, and maintenance. Repayment is not required under the following conditions:
(A) When vehicles are purchased as demonstrator vans for use as a marketing device. Vehicles procured for this purpose should be used to promote the vanpool concept among employees, employers, and other groups by allowing potential riders and sponsors to examine commuter vans; or
(B) When vehicles are purchased for use on a trial commuting basis to enable people to experience vanpooling first hand. The trial period must be limited to a maximum of 2 months. That part of the user fee normally collected to cover the capital or ownership cost of the van would be eligible for reimbursement as a promotional cost during the limited trial period. As with established vanpool service, all vehicle operating costs must be borne by the user(s) during the trial period.
(4) Work necessary to designate existing highway lanes as preferential carpool lanes or bus and carpool lanes. Eligible work may include preliminary engineering to determine traffic flow and design criteria, signing, pavement markings, traffic control devices, and minor physical modifications to permit the use of designated lanes as preferential carpool lanes or bus and carpool lanes. Such improvements on any public road may be approved if such projects facilitate more efficient use of any Federal-aid highway. Eligible costs may also include costs of initial inspection or monitoring of use, including special equipment, to ensure that the high occupancy vehicle (HOV) lanes designation is effective and that the project is fully developed and operating properly. While no fixed time limit is being arbitrarily prescribed for the inspection and monitoring period, it is intended that this activity be conducted as soon as possible to evaluate the effectiveness of the project and does not extend indefinitely nor become a part of routine facility operations.
(5) Signing of and modifications to existing facilities to provide preferential parking for carpools inside or outside the central business district. Eligible costs may include trail blazers, on-site signs designating highway interchange areas or other existing publicly or privately owned facilities as preferential parking for carpool participants, and initial or renewal costs for leasing parking space or acquisition or easements or restrictions, as, for example, at shopping centers and public or private parking facilities. The lease or acquisition cost may be computed on the demonstrated reduction in the overall number of vehicles using the designated portion of a commercial facility, but not on a reduction of the per-vehicle user charge for parking.
(6) Construction of carpool parking facilities outside the central business district. Eligible costs may include acquisition of land and normal construction activities, including installation of lighting and fencing, trail blazers, on-site signing, and passenger shelters. Such facilities need not be located in conjunction with any existing or planned mass transportation service, but should be designed so that the facility could accommodate mass transportation in the event such service may be developed. Except for the requirement of the availability of mass/public transportation facilities, fringe parking construction under this section shall be subject to the provisions of 23 CFR part 810.106.
(7) Reasonable public information and promotion expenses, including personnel costs, incurred in connection with any of the other eligible items mentioned herein.
§ 656.7 Determination of an exception.
(a) The FHWA has determined under provisions of 23 U.S.C. 146(b) that an exceptional situation exists in regard to the funding of carpools so as to allow the State to contribute as its share of the non-Federal match essential project-related work and services performed by local agencies and private organizations when approved and authorized in accordance with regular Federal-aid procedures. The cost of such work must be properly valued, supportable and verifiable in order for inclusion as an eligible project cost. Examples of such contributed work and services include: public service announcements, computer services, and project-related staff time for administration by employees of public and private organizations.
(b) This determination is based on: (1) The nature of carpool projects to provide a variety of services to the public; (2) the fact that carpool projects are labor intensive and require professional and specialized technical skills; (3) the extensive use of joint public and private endeavors; and (4) the fact that project costs involve the acquisition of capital equipment as opposed to construction of fixed items.
(c) This exception is limited to carpool projects and therefore is not applicable to other Federal-aid projects. The exception does not affect or replace the standard Federal-aid funding procedures or real property acquisition procedures and requirements, part 712, The Acquisition Function.
PART 657 CERTIFICATION OF SIZE AND WEIGHT ENFORCEMENT
Authority: 23 U.S.C. 127, 141 and 315; 49 U.S.C. 31111, 31113 and 31114; sec. 1023, Pub. L. 102-240, 105 Stat. 1914; and 49 CFR 1.48(b)(19), (b)(23), (c)(1) and (c)(19).
Source: 45 FR 52368, Aug. 7, 1980; 62 FR 62261, Nov. 21, 1997, unless otherwise noted.
Note: The recordkeeping requirements contained in this part have been approved by the Office of Management and Budget under control number 2125-0034.
§ 657.1 Purpose.
To prescribe requirements for administering a program of vehicle size and weight enforcement on the Interstate System, and those routes which, prior to October 1, 1991, were designated as part of the Federal-aid primary, Federal-aid secondary, or Federal-aid urban systems, including the required annual certification by the State.
[72 FR 7747, Feb. 20, 2007]
§ 657.3 Definitions.
Unless otherwise specified in this part, the definitions in 23 U.S.C. 101(a) are applicable to this part. As used in this part:
Enforcing or Enforcement means all actions by the State to obtain compliance with size and weight requirements by all vehicles operating on the Interstate System and those roads which, prior to October 1, 1991, were designated as part of the Federal-aid Primary, Federal-aid Secondary, or Federal-aid Urban Systems.
Urbanized area means an area with a population of 50,000 or more.
[72 FR 7747, Feb. 20, 2007]
§ 657.5 Policy.
Federal Highway Administration (FHWA) policy is that each State enforce vehicle size and weight laws to assure that violations are discouraged and that vehicles traversing the highway system do not exceed the limits specified by law. These size and weight limits are based upon design specifications and safety considerations, and enforcement shall be developed and maintained both to prevent premature deterioration of the highway pavement and structures and to provide a safe driving environment.
§ 657.7 Objective.
The objective of this regulation is the development and operation by each State of an enforcement process which identifies vehicles of excessive size and weight and provides a systematic approach to eliminate violations and thus improve conditions.
§ 657.9 Formulation of a plan for enforcement.
(a) Each State shall develop a plan for the maintenance of an effective enforcement process. The plan shall describe the procedures, resources, and facilities which the State intends to devote to the enforcement of its vehicle size and weight laws. Each State plan must be accepted by the FHWA and will then serve as a basis by which the annual certification of enforcement will be judged for adequacy.
(b) The plan shall discuss the following subjects:
(1) Facilities and resources. (i) No program shall be approved which does not utilize a combination of at least two of the following listed devices to deter evasion of size and weight measurement in sufficient quantity to cover the FA system: fixed platform scales; portable wheel weigher scales; semiportable or ramp scales; WIM equipment.
(ii) Staff assigned to the program, identified by specific agency. Where more than one State agency has weight enforcement responsibility, the lead agency should be indicated.
(2) Practices and procedures. (i) Proposed plan of operation, including geographical coverage and hours of operation in general terms.
(ii) Policy and practices with respect to overweight violators, including off-loading requirements for divisible loads. In those States in which off-loading is mandatory by law, an administrative variance from the legal requirement shall be fully explained. In those States in which off-loading is permissive administrative guidelines shall be included.
(iii) Policy and practices with respect to penalties, including those for repeated violations. Administrative directives, booklets or other written criteria shall be made part of the plan submission.
(iv) Policy and practices with respect to special permits for overweight. Administrative directives, booklets or other written criteria shall be made part of the plan submission.
(3) Updating. Modification and/or additions to the plan based on experience and new developments in the enforcement program. It is recognized that the plan is not static and that changes may be required to meet changing needs.
§ 657.11 Evaluation of operations.
(a) The State shall submit its enforcement plan or annual update to the FHWA Division Office by July 1 of each year. However, if a State's legislative or budgetary cycle is not consonant with that date, the FHWA and the State may jointly select an alternate date. In any event, a State must have an approved plan in effect by October 1 of each year. Failure of a State to submit or update a plan will result in the State being unable to certify in accordance with § 657.13 for the period to be covered by the plan.
(b) The FHWA shall review the State's operation under the accepted plan on a continuing basis and shall prepare an evaluation report annually. The State will be advised of the results of the evaluation and of any needed changes in the plan itself or in its implementation. Copies of the evaluation reports and subsequent modifications resulting from the evaluation shall be forwarded to the FHWA's Office of Operations.
[59 FR 30418, June 13, 1994, as amended at 72 FR 7747, Feb. 20, 2007]
§ 657.13 Certification requirement.
Each State shall certify to the Federal Highway Administrator, before January 1 of each year, that it is enforcing all State laws respecting maximum vehicle size and weight permitted on what, prior to October 1, 1991, were the Federal-aid Primary, Secondary, and Urban Systems, including the Interstate System, in accordance with 23 U.S.C. 127. The States must also certify that they are enforcing and complying with the ISTEA freeze on the use of LCV's and other multi-unit vehicles. The certification shall be supported by information on activities and results achieved during the preceding 12-month period ending on September 30 of each year.
[59 FR 30418, June 13, 1994]
§ 657.15 Certification content.
The certification shall consist of the following elements and each element shall be addressed even though the response is negative:
(a) A statement by the Governor of the State, or an official designated by the Governor, that the State's vehicle weight laws and regulations governing use of the Interstate System conform to 23 U.S.C. 127.
(b) A statement by the Governor of the State, or an official designated by the Governor, that all State size and weight limits are being enforced on the Interstate System and those routes which, prior to October 1, 1991, were designated as part of the Federal-aid Primary, Urban, and Secondary Systems, and that the State is enforcing and complying with the provisions of 23 U.S.C. 127(d) and 49 U.S.C. 31112. Urbanized areas not subject to State jurisdiction shall be identified. The statement shall include an analysis of enforcement efforts in such areas.
(c) Except for Alaska and Puerto Rico, the certifying statements required by paragraphs (a) and (b) of this section shall be worded as follows (the statements for Alaska and Puerto Rico do not have to reference 23 U.S.C. 127(d) in (c)(2), or include paragraph (c)(3) of this section):
I, (name of certifying official), (position title), of the State of ______________ do hereby certify:
(1) That all State laws and regulations governing vehicle size and weight are being enforced on those highways which, prior to October 1, 1991, were designated as part of the Federal-aid Primary, Federal-aid Secondary, or Federal-aid Urban Systems;
(2) That the State is enforcing the freeze provisions of the Intermodal Surface Transportation Efficiency Act of 1991 (23 U.S.C. 127(d) and 49 U.S.C. 31112); and
(3) That all State laws governing vehicle weight on the Interstate System are consistent with 23 U.S.C. 127 (a) and (b).
(d) If this statement is made by an official other than the Governor, a copy of the document designating the official, signed by the Governor, shall also be included in the certification made under this part.
(e) A copy of any State law or regulation pertaining to vehicle sizes and weights adopted since the State's last certification and an analysis of the changes made.
(f) A report of State size and weight enforcement efforts during the period covered by the certification which addresses the following:
(1) Actual operations as compared with those forecast by the plan submitted earlier, with particular attention to changes in or deviations from the operations proposed.
(2) Impacts of the process as actually applied, in terms of changes in the number of oversize and/or overweight vehicles.
(3) Measures of activity—(i) Vehicles weighed. Separate totals shall be reported for the annual number of vehicles weighed on fixed scales, on semiportable scales, on portable scales, and on WIM when used for enforcement.
(ii) Penalties. Penalties reported shall include the number of citations or civil assessments issued for violations of each of the following: Axle, gross and bridge formula weight limits. The number of vehicles whose loads are either shifted or offloaded must also be reported.
(iii) Permits. The number of permits issued for overweight loads shall be reported. The reported numbers shall specify permits for divisible and nondivisible loads and whether issued on a trip or annual basis.
[59 FR 30418, June 13, 1994, as amended at 62 FR 10181, Mar. 5, 1997; 72 FR 7747, Feb. 20, 2007]
§ 657.17 Certification submittal.
(a) The Governor, or an official designated by the Governor, shall submit the certification to the FHWA division office prior to January 1 of each year.
(b) The FHWA division office shall forward the original certification to the FHWA's Office of Operations and one copy to the Office of Chief Counsel. Copies of appropriate evaluations and/or comments shall accompany any transmittal.
[72 FR 7747, Feb. 20, 2007]
§ 657.19 Effect of failure to certify or to enforce State laws adequately.
If a State fails to certify as required by this regulation or if the Secretary determines that a State is not adequately enforcing all State laws respecting maximum vehicle sizes and weights on the Interstate System and those routes which, prior to October 1, 1991, were designated as part of the Federal-aid primary, Federal-aid secondary or Federal-aid urban systems, notwithstanding the State's certification, the Federal-aid funds for the National Highway System apportioned to the State for the next fiscal year shall be reduced by an amount equal to 10 percent of the amount which would otherwise be apportioned to the State under 23 U.S.C. 104, and/or by the amount required pursuant to 23 U.S.C. 127.
[72 FR 7747, Feb. 20, 2007]
§ 657.21 Procedure for reduction of funds.
(a) If it appears to the Federal Highway Administrator that a State has not submitted a certification conforming to the requirements of this regulation, or that the State is not adequately enforcing State laws respecting maximum vehicle size and weight, including laws applicable to vehicles using the Interstate System with weights or widths in excess of those provided under 23 U.S.C. 127, the Federal Highway Administrator shall make in writing a proposed determination of nonconformity, and shall notify the Governor of the State of the proposed determination by certified mail. The notice shall state the reasons for the proposed determination and inform the State that it may, within 30 days from the date of the notice, request a hearing to show cause why it should not be found in nonconformity. If the State informs the Administrator before the end of this 30-day period that it wishes to attempt to resolve the matter informally, the Administrator may extend the time for requesting a hearing. In the event of a request for informal resolution, the State and the Administrator (or designee) shall promptly schedule a meeting to resolve the matter.
(b) In all instances where the State proceeds on the basis of informal resolution, a transcript of the conference will be made and furnished to the State by the FHWA.
(1) The State may offer any information which it considers helpful to a resolution of the matter, and the scope of review at the conference will include, but not be limited to, legislative actions, including those proposed to remedy deficiencies, budgetary considerations, judicial actions, and proposals for specific actions which will be implemented to bring the State into compliance.
(2) The information produced at the conference may constitute an explanation and offer of settlement and the Administrator will make a determination on the basis of the certification, record of the conference, and other information submitted by the State. The Administrator's final decision together with a copy of the transcript of the conference will be furnished to the State.
(3) If the Administrator does not accept an offer of settlement made pursuant to paragraph (b)(2) of this section, the State retains the right to request a hearing on the record pursuant to paragraph (d) of this section, except in the case of a violation of section 127.
(c) If the State does not request a hearing in a timely fashion as provided in paragraph (a) of this section, the Federal Highway Administrator shall forward the proposed determination of nonconformity to the Secretary. Upon approval of the proposed determination by the Secretary, the fund reduction specified by § 657.19 shall be effected.
(d) If the State requests a hearing, the Secretary shall expeditiously convene a hearing on the record, which shall be conducted according to the provisions of the Administrative Procedure Act, 5 U.S.C. 555 et seq. Based on the record of the proceeding, the Secretary shall determine whether the State is in nonconformity with this regulation. If the Secretary determines that the State is in nonconformity, the fund reduction specified by section 567.19 shall be effected.
(e) The Secretary may reserve 10 percent of a State's apportionment of funds under 23 U.S.C. 104 pending a final administrative determination under this regulation to prevent the apportionment to the State of funds which would be affected by a determination of nonconformity.
(f) Funds withheld pursuant to a final administrative determination under this regulation shall be reapportioned to all other eligible States one year from the date of this determination, unless before this time the Secretary determines, on the basis of information submitted by the State and the FHWA, that the State has come into conformity with this regulation. If the Secretary determines that the State has come into conformity, the withheld funds shall be released to the State.
(g) The reapportionment of funds under paragraph (e) of this section shall be stayed during the pendency of any judicial review of the Secretary's final administrative determination of nonconformity.
Appendix to Part 657 Guidelines To Be Used in Developing Enforcement Plans and Certification Evaluation
A. Facilities and Equipment
1. Permanent Scales
a. Number
b. Location (a map appropriately coded is suggested)
c. Public-private (if any)
2. Weigh-in-motion (WIM)
a. Number
b. Location (notation on above map is suggested)
3. Semi-portable scales
a. Type and number
b. If used in sets, the number comprising a set
4. Portable Scales
a. Type and number
b. If used in sets, the number comprising a set
B. Resources
1. Agencies involved (i.e., highway agency, State police, motor vehicle department, etc.)
2. Personnel—numbers from respective agencies assigned to weight enforcement
3. Funding
a. Facilities
b. Personnel
C. Practices
1. Proposed schedule of operation of fixed scale locations in general terms
2. Proposed schedule of deployment of portable scale equipment in general terms
3. Proposed schedule of deployment of semi-portable equipment in general terms
4. Strategy for prevention of bypassing of fixed weighing facility location
5. Proposed action for implementation of off-loading, if applicable
D. Goals
1. Short term—the year beginning
October 1 following submission of a vehicle size and weight enforcement plan
2. Medium term—2-4 years after submission of the enforcement plan
3. Long term—5 years beyond the submission of the enforcement plan
4. Provision for annual review and update of vehicle size and weight enforcement plan
E. Evaluation
The evaluation of an existing plan, in comparison to goals for strengthening the enforcement program, is a difficult task, especially since there is very limited experience nationwide.
The FHWA plans to approach this objective through a continued cooperative effort with State and other enforcement agencies by gathering useful information and experience on elements of enforcement practices that produce positive results.
It is not considered practicable at this time to establish objective minimums, such as the number of vehicles to be weighed by each State, as a requirement for satisfactory compliance. However, the States will want to know as many specifics as possible about what measuring tools will be used to evaluate their annual certifications for adequacy.
The above discussion goes to the heart of the question concerning numerical criteria. The assumption that a certain number of weighings will provide a maximum or even satisfactory deterrent is not supportable. The enforcement of vehicle size and weight laws requires that vehicles be weighed but it does not logically follow that the more vehicles weighed, the more effective the enforcement program, especially if the vehicles are weighed at a limited number of fixed locations. A “numbers game” does not necessarily provide a deterrent to deliberate overloading. Consistent, vigorous enforcement activities, the certainty of apprehension and of penalty, the adequacy of the penalty, even the publicity given these factors, may be greater deterrents than the number of weighings alone.
In recognizing that all States are unique in character, there are some similarities between certain States and useful perspectives may be obtained by relating their program elements. Some comparative factors are:
1. Truck registration (excluding pickups and panels)
2. Population
3. Average Daily Traffic (ADT) for trucks on FA highways
4. To total mileage of Federal-aid highways
5. Geographic location of the State
6. Annual truck miles traveled in State
7. Number of truck terminals (over 6 doors)
8. Vehicle miles of intrastate truck traffic
Quantities relating to the above items can become factors that in the aggregate are descriptive of a State's characteristics and can identify States that are similar from a trucking operation viewpoint. This is especially applicable for States within the same area.
After States with similar truck traffic operations have been identified in a regional area, another important variable must be considered: the type of weighing equipment that has been or is proposed for predominant use in the States. When data become available on the number of trucks weighed by each type of scale (fixed, portable, semi-portable, etc.) some indicators will be developed to relate one State's effort to those of other States. The measures of activity that are a part of each certification submitted will provide a basis for the development of more precise numerical criteria by which an enforcement plan and its activities can be judged for adequacy.
Previous certifications have provided information from which the following gross scale capabilities have been derived.
Potential Weighing Capacities
1. Permanent scales 60 veh/hr.
2. Weigh-in-motion scales 100 veh/hr.
3. Semi-portable scales 25 veh/hr.
4. Portable scales 3 veh/hr.
To meet the mandates of Federal and other laws regarding truck size and weight enforcement, the FHWA desires to become a resource for all States in achieving a successful exchange of useful information. Some States are more advanced in their enforcement activities. Some have special experience with portable, semi-portable, fixed, or weighing-in-motion devices. Others have operated permanent scales in combination with concentrated safety inspection programs. The FHWA is interested in information on individual State experiences in these specialized areas as part of initial plan submissions. If such information has recently been furnished to the Washington Headquarters, an appropriate cross reference should be included on the submission.
It is the policy of the FHWA to avoid red tape, and information volunteered by the States will be of assistance in meeting many needs. The ultimate goal in developing information through the evaluation process is to assemble criteria for a model enforcement program.
PART 658 TRUCK SIZE AND WEIGHT, ROUTE DESIGNATIONS—LENGTH, WIDTH AND WEIGHT LIMITATIONS
Authority: 23 U.S.C. 127 and 315; 49 U.S.C. 31111, 31112, and 31114; sec. 347, Pub. L. 108-7, 117 Stat. 419; sec. 756, Pub. L. 109-58, 119 Stat. 829; sec. 1309, Pub. L. 109-59, 119 Stat. 1219; sec. 115, Pub. L. 109-115, 119 Stat. 2408; sec. 5516, Pub. L. 114-94, 129 Stat. 1312, 1557; 49 CFR 1.81(a)(3).
Source: 49 FR 23315, June 5, 1984, unless otherwise noted.
§ 658.1 Purpose.
The purpose of this part is to identify a National Network of highways available to vehicles authorized by provisions of the Surface Transportation Assistance Act of 1982 (STAA) as amended, and to prescribe national policies that govern truck and bus size and weight.
[59 FR 30419, June 13, 1994]
§ 658.3 Policy statement.
The Federal Highway Administration's (FHWA) policy is to provide a safe and efficient National Network of highways that can safely and efficiently accommodate the large vehicles authorized by the STAA. This network includes the Interstate System plus other qualifying Federal-aid Primary System Highways.
§ 658.5 Definitions.
Automobile transporters. Any vehicle combination designed and used specifically for the transport of assembled highway vehicles, including truck camper units.
Beverage semitrailer. A van-type, drop-frame semitrailer designed and used specifically for the transport and delivery of bottled or canned beverages (i.e., liquids for drinking, including water) which has side-only access for loading and unloading this commodity. Semitrailer has the same meaning as in 49 CFR 390.5.
Boat transporters. Any vehicle combination designed and used specifically to transport assembled boats and boat hulls. Boats may be partially disassembled to facilitate transporting.
Bridge gross weight formula. The standard specifying the relationship between axle (or groups of axles) spacing and the gross weight that (those) axle(s) may carry expressed by the formula:
where W = overall gross weight on any group of two or more consecutive axles to the nearest 500 pounds, L = distance in feet between the extreme of any group of two or more consecutive axles, and N = number of axles in the group under consideration.
Cargo-carrying unit. As used in this part, cargo-carrying unit means any portion of a commercial motor vehicle (CMV) combination (other than a truck tractor) used for the carrying of cargo, including a trailer, semitrailer, or the cargo-carrying section of a single-unit truck. The length of the cargo carrying units of a CMV with two or more such units is measured from the front of the first unit to the rear of the last [including the hitch(es) between the units].
Commercial motor vehicle. For purposes of this regulation, a motor vehicle designed or regularly used to carry freight, merchandise, or more than ten passengers, whether loaded or empty, including buses, but not including vehicles used for vanpools, or recreational vehicles operating under their own power.
Drive-away saddlemount vehicle transporter combination. The term drive-away saddlemount vehicle transporter combination means a vehicle combination designed and specifically used to tow up to 3 trucks or truck tractors, each connected by a saddle to the frame or fifth wheel of the forward vehicle of the truck tractor in front of it. Such combinations may include up to one fullmount.
Dromedary unit. A box, deck, or plate mounted behind the cab and forward of the fifth wheel on the frame of the power unit of a truck tractor-semitrailer combination.
Federal-aid Primary System. The Federal-aid Highway System of rural arterials and their extensions into or through urban areas in existence on June 1, 1991, as described in 23 U.S.C. 103(b) in effect at that time.
Fullmount. A fullmount is a smaller vehicle mounted completely on the frame of either the first or last vehicle in a saddlemount combination.
Interstate System. The National System of Interstate and Defense Highways described in sections 103(e) and 139(a) of Title 23, U.S.C. For the purpose of this regulation this system includes toll roads designated as Interstate.
Length exclusive devices. Devices excluded from the measurement of vehicle length. Such devices shall not be designed or used to carry cargo.
Longer combination vehicle (LCV). As used in this part, longer combination vehicle means any combination of a truck tractor and two or more trailers or semitrailers which operates on the Interstate System at a gross vehicle weight greater than 80,000 pounds.
Maxi-cube vehicle. A maxi-cube vehicle is a combination vehicle consisting of a power unit and a trailing unit, both of which are designed to carry cargo. The power unit is a nonarticulated truck with one or more drive axles that carries either a detachable or a permanently attached cargo box. The trailing unit is a trailer or semitrailer with a cargo box so designed that the power unit may be loaded and unloaded through the trailing unit. Neither cargo box shall exceed 34 feet in length, excluding drawbar or hitching device; the distance from the front of the first to the rear of the second cargo box shall not exceed 60 feet, including the space between the cargo boxes; and the overall length of the combination vehicle shall not exceed 65 feet, including the space between the cargo boxes.
Motor carrier of passengers. As used in this part, a motor carrier of passengers is a common, contract, or private carrier using a bus to provide commercial transportation of passengers. Bus has the same meaning as in 49 CFR 390.5.
National Network (NN). The composite of the individual network of highways from each State on which vehicles authorized by the provisions of the STAA are allowed to operate. The network in each State includes the Interstate System, exclusive of those portions excepted under § 658.11(f) or deleted under § 658.11(d), and those portions of the Federal-aid Primary System in existence on June 1, 1991, set out by the FHWA in appendix A to this part.
Nondivisible load or vehicle.
(1) As used in this part, nondivisible means any load or vehicle exceeding applicable length or weight limits which, if separated into smaller loads or vehicles, would:
(i) Compromise the intended use of the vehicle, i.e., make it unable to perform the function for which it was intended;
(ii) Destroy the value of the load or vehicle, i.e., make it unusable for its intended purpose; or
(iii) Require more than 8 workhours to dismantle using appropriate equipment. The applicant for a nondivisible load permit has the burden of proof as to the number of workhours required to dismantle the load.
(2) A State may treat as nondivisible loads or vehicles: emergency response vehicles, including those loaded with salt, sand, chemicals or a combination thereof, with or without a plow or blade attached in front, and being used for the purpose of spreading the material on highways that are or may become slick or icy; casks designed for the transport of spent nuclear materials; and military vehicles transporting marked military equipment or materiel.
Over-the-road bus. The term over-the-road bus means a bus characterized by an elevated passenger deck located over a baggage compartment, and typically operating on the Interstate System or roads previously designated as making up the Federal-aid Primary System.
Saddlemount combination. A saddlemount combination is a combination of vehicles in which a truck or truck tractor tows one or more trucks or truck tractors, each connected by a saddle to the frame or fifth wheel of the vehicle in front of it. The saddle is a mechanism that connects the front axle of the towed vehicle to the frame or fifth wheel of the vehicle in front and functions like a fifth wheel kingpin connection. When two vehicles are towed in this manner the combination is called a double saddlemount combination. When three vehicles are towed in this manner, the combination is called a triple saddlemount combination.
Single axle weight. The total weight transmitted to the road by all wheels whose centers may be included between two parallel transverse vertical planes 40 inches apart, extending across the full width of the vehicle. The Federal single axle weight limit on the Interstate System is 20,000 pounds.
Special mobile equipment. Every self-propelled vehicle not designed or used primarily for the transportation of persons or property and incidentally operated or moved over the highways, including military equipment, farm equipment, implements of husbandry, road construction or maintenance machinery, and emergency apparatus which includes fire and police emergency equipment. This list is partial and not exclusive of such other vehicles as may fall within the general terms of this definition.
Stinger-steered combination. A truck tractor semitrailer wherein the fifth wheel is located on a drop frame located behind and below the rear-most axle of the power unit.
Tandem axle weight. The total weight transmitted to the road by two or more consecutive axles whose centers may be included between parallel transverse vertical planes spaced more than 40 inches and not more than 96 inches apart, extending across the full width of the vehicle. The Federal tandem axle weight limit on the Interstate System is 34,000 pounds.
Terminal. The term terminal as used in this regulation means, at a minimum, any location where:
Freight either originates, terminates, or is handled in the transportation process; or
Commercial motor carriers maintain operating facilities.
Tractor or Truck tractor. The noncargo carrying power unit that operates in combination with a semitrailer or trailer, except that a truck tractor and semitrailer engaged in the transportation of automobiles may transport motor vehicles on part of the power unit, and a truck tractor equipped with a dromedary unit operating in combination with a semitrailer transporting Class 1 explosives and/or any munitions related security material as specified by the U.S. Department of Defense in compliance with 49 CFR 177.835 may use the dromedary unit to carry a portion of the cargo.
Truck-tractor semitrailer-semitrailer. In a truck-tractor semitrailer-semitrailer combination vehicle, the two trailing units are connected with a “B-train” assembly. The B-train assembly is a rigid frame extension attached to the rear frame of a first semitrailer which allows for a fifth wheel connection point for the second semitrailer. This combination has one less articulation point than the conventional “A dolly” connected truck-tractor semitrailer-trailer combination.
Truck-trailer boat transporter. A boat transporter combination consisting of a straight truck towing a trailer using typically a ball and socket connection. The trailer axle(s) is located substantially at the trailer center of gravity (rather than the rear of the trailer) but so as to maintain a downward force on the trailer tongue.
Width exclusive devices. Devices excluded from the measurement of vehicle width. Such devices shall not be designed or used to carry cargo.
[49 FR 23315, June 5, 1984]
Editorial Note:For Federal Register citations affecting § 658.5, see the List of CFR Sections Affected, which appears in the Finding Aids section of the printed volume and at www.govinfo.gov.
§ 658.7 Applicability.
Except as limited in § 658.17(a) the provisions of this part are applicable to the National Network and reasonable access thereto. However, nothing in this regulation shall be construed to prevent any State from applying any weight and size limits to other highways, except when such limits would deny reasonable access to the National Network.
§ 658.9 National Network criteria.
(a) The National Network listed in the appendix to this part is available for use by commercial motor vehicles of the dimensions and configurations described in §§ 658.13 and 658.15.
(b) For those States with detailed lists of individual routes in the appendix, the routes have been designated on the basis of their general adherence to the following criteria.
(1) The route is a geometrically typical component of the Federal-Aid Primary System, serving to link principal cities and densely developed portions of the States.
(2) The route is a high volume route utilized extensively by large vehicles for interstate commerce.
(3) The route does not have any restrictions precluding use by conventional combination vehicles.
(4) The route has adequate geometrics to support safe operations, considering sight distance, severity and length of grades, pavement width, horizontal curvature, shoulder width, bridge clearances and load limits, traffic volumes and vehicle mix, and intersection geometry.
(5) The route consists of lanes designed to be a width of 12 feet or more or is otherwise consistent with highway safety.
(6) The route does not have any unusual characteristics causing current or anticipated safety problems.
(c) For those States where State law provides that STAA authorized vehicles may use all or most of the Federal-Aid Primary system, the National Network is no more restrictive than such law. The appendix contains a narrative summary of the National Network in those States.
[49 FR 23315, June 5, 1984, as amended at 53 FR 12148, Apr. 13, 1988]
§ 658.11 Additions, deletions, exceptions, and restrictions.
To ensure that the National Network remains substantially intact, FHWA retains the authority to rule upon all requested additions to and deletions from the National Network as well as requests for the imposition of certain restrictions. FHWA approval or disapproval will constitute the final decision of the U.S. Department of Transportation.
(a) Additions. (1) Requests for additions to the National Network, including justification, shall have the endorsement of the Governor or the Governor's authorized representative, and be submitted in writing to the appropriate FHWA Division Office. Proposals for addition of routes to the National Network shall be accompanied by an analysis of suitability based on the criteria in § 658.9.
(2) Proposals for additions that meet the criteria of § 658.9 and have the endorsement of the Governor or the Governor's authorized representative will be published in the Federal Register for public comment as a notice of proposed rulemaking (NPRM), and if found acceptable, as a final rule.
(b) Deletions—Federal-aid primary—other than interstate. Changed conditions or additional information may require the deletion of a designated route or a portion thereof. The deletion of any route or route segment shall require FHWA approval. Requests for deletion of routes from the National Network, including the reason(s) for the deletion, shall be submitted in writing to the appropriate FHWA Division Office. These requests shall be assessed on the basis of the criteria of § 658.9. FHWA proposed deletions will be published in the Federal Register as a Notice of Proposed Rulemaking (NPRM).
(c) Requests for deletion—Federal-aid primary—other than interstate. Requests for deletion should include the following information, where appropriate:
(1) Did the route segment prior to designation carry combination vehicles or 102-inch buses?
(2) Were truck restrictions in effect on the segment on January 6, 1983? If so, what types of restrictions?
(3) What is the safety record of the segment, including current or anticipated safety problems? Specifically, is the route experiencing above normal accident rates and/or accident severities? Does analysis of the accident problem indicate that the addition of larger trucks have aggravated existing accident problems?
(4) What are the geometric, structural or traffic operations features that might preclude safe, efficient operation? Specifically describe lane widths, sight distance, severity and length of grades, horizontal curvature, shoulder width, narrow bridges, bridge clearances and load limits, traffic volumes and vehicle mix, intersection geometrics and vulnerability of roadside hardware.
(5) Is there a reasonable alternate route available?
(6) Are there operational restrictions that might be implemented in lieu of deletion?
(d) Deletions and use restrictions—Federal-aid interstate. (1) The deletion of, or imposition of use restrictions on, any specific segment of the Interstate Highway System on the National Network, except as otherwise provided in this part, must be approved by the FHWA. Such action will be initiated on the FHWA's own initiative or on the request of the Governor or the Governor's authorized representative of the State in which the Interstate segment is located. Requests from the Governor or the Governor's authorized representative shall be submitted along with justification for the deletion or restriction, in writing, to the appropriate FHWA Division Office for transmittal to Washington Headquarters.
(2) The justification accompanying a request shall be based on the following:
(i) Analysis of evidence of safety problems supporting the deletion or restriction as identified in § 658.11(c).
(ii) Analysis of the impact on interstate commerce.
(iii) Analysis and recommendation of any alternative routes that can safely accommodate commercial motor vehicles of the dimensions and configurations described in §§ 658.13 and 658.15 and serve the area in which such segment is located.
(iv) Evidence of consultation with the local governments in which the segment is located as well as the Governor or the Governor's authorized representative of any adjacent State that might be directly affected by such a deletion or restriction.
(3) Actions to ban all commercial vehicles on portions of the Interstate System not excepted under § 658.11(f) are considered deletions subject to the requirements of subsection (d) of this section.
(4) Reasonable restrictions on the use of Interstate routes on the National Network by STAA-authorized vehicles related to specific travel lanes of multi-lane facilities, construction zones, adverse weather conditions or structural or clearance deficiencies are not subject to the requirements of paragraph (d) of this section.
(5) Proposed deletions or restrictions will be published in the Federal Register as an NPRM, except in the case of an emergency deletion as prescribed in § 658.11(e). The FHWA will consider the factors set out in paragraph (d)(2) of this section and the comments of interested parties. Any approval of deletion or restriction will be published as a final rule. A deletion of or restriction on a segment for reasons ascribable to dimensions of commercial motor vehicles described in either § 658.13 or § 658.15 shall result in a deletion or restriction for the purposes of both §§ 658.13 and 658.15.
(e) Emergency deletions. FHWA has the authority to delete any route from the National Network, on an emergency basis, for safety considerations. Emergency deletions are not considered final, and will be published in the Federal Register for notice and comment.
(f) Exceptions. Those portions of the Interstate System which were open to traffic and on which all commercial motor vehicles were banned on January 6, 1983, are not included in the National Network.
(g) Restrictions—Federal-aid primary—other than interstate. (1) Reasonable restrictions on the use of non-Interstate Federal-aid Primary routes on the National Network by STAA-authorized vehicles may be imposed during certain peak hours of travel or on specific travel lanes of multi-lane facilities. Restrictions related to construction zones, seasonal operation, adverse weather conditions or structural or clearance deficiencies may be imposed.
(2) All restrictions on the use of the National Network based on hours of use by vehicles authorized by the STAA require prior FHWA approval. Requests for such restrictions on the National Network shall be submitted in writing to the appropriate FHWA Division Office. Approval of requests for restrictions will be contingent on the ability to justify significant negative impact on safety, the environment and/or operational efficiency.
[49 FR 23315, June 5, 1984, as amended at 53 FR 12148, Apr. 13, 1988]
§ 658.13 Length.
(a) The length provisions of the STAA apply only to the following types of vehicle combinations:
(1) Truck tractor-semitrailer
(2) Truck tractor-semitrailer-trailer.
The length provisions apply only when these combinations are in use on the National Network or in transit between these highways and terminals or service locations pursuant to § 658.19.
(b) The length provisions referred to in paragraph (a) of this section include the following:
(1) No State shall impose a length limitation of less than 48 feet on a semitrailer operating in a truck tractor-semitrailer combination.
(2) No State shall impose a length limitation of less than 28 feet on any semitrailer or trailer operating in a truck tractor-semitrailer-trailer combination.
(3) No State shall impose an overall length limitation on commercial vehicles operating in truck tractor-semitrailer or truck tractor-semitrailer-trailer combinations.
(4) No State shall prohibit commercial motor vehicles operating in truck tractor-semitrailer-trailer combinations.
(5) No State shall prohibit the operation of semitrailers or trailers which are 28 1/2 feet long when operating in a truck tractor-semitrailer-trailer combination if such a trailer or semitrailer was in actual and lawful operation on December 1, 1982, and such combination had an overall length not exceeding 65 feet.
(c) State maximum length limits for semitrailers operating in a truck tractor-semitrailer combination and semitrailers and trailers operating in a truck tractor-semitrailer-trailer combination are subject to the following:
(1) No State shall prohibit the use of trailers or semitrailers of such dimensions as those that were in actual and lawful use in such State on December 1, 1982, as set out in appendix B of this part.
(2) If on December 1, 1982, State length limitations on a semitrailer were described in terms of the distance from the kingpin to rearmost axle, or end of semitrailer, the operation of any semitrailer that complies with that limitation must be allowed.
(d) No State shall impose a limit of less than 45 feet on the length of any bus on the NN.
(e) Specialized equipment—(1) Automobile transporters. (i) Automobile transporters are considered to be specialized equipment. As provided in § 658.5, automobile transporters may carry vehicles on the power unit behind the cab and on an over-cab rack. No State shall impose an overall length limitation of less than 65 feet on traditional automobile transporters (5th wheel located on tractor frame over rear axle(s)), including “low boys,” or less than 75 feet on stinger-steered automobile transporters. Paragraph (c) requires the States to allow operation of vehicles with the dimensions that were legal in the State on December 1, 1982.
(ii) All length provisions regarding automobile transporters are exclusive of front and rear cargo overhang. No State shall impose a front overhang limitation of less than 3 feet or a rear overhang limitation of less than 4 feet. Extendable ramps or “flippers” on automobile transporters that are used to achieve the allowable 3-foot front and 4-foot rear cargo overhangs are excluded from the measurement of vehicle length, but must be retracted when not supporting vehicles.
(iii) Drive-away saddlemount vehicle transporter combinations are considered to be specialized equipment. No State shall impose an overall length limit of less or more than 97 feet on such combinations. This provision applies to drive-away saddlemount combinations with up to three saddlemounted vehicles. Such combinations may include one fullmount. Saddlemount combinations must also comply with the applicable motor carrier safety regulations at 49 CFR parts 390-399.
(2) Boat transporters. (i) Boat transporters are considered to be specialized equipment. As provided for automobile transporters in § 658.5, boat transporters may carry boats on the power unit so long as the length and width restrictions of the vehicles and load are not exceeded. No State shall impose an overall length limitation of less than 65 feet on traditional boat transporters (fifth wheel located on tractor frame over rear axle(s), including “low boys,” or less than 75 feet on stinger-steered boat transporters. In addition, no State shall impose an overall length limitation of less than 65 feet on truck-trailer boat transporters. Paragraph (c) of this section requires the States to allow operation of vehicles with the dimensions that were legal in the State on December 1, 1982.
(ii) All length provisions regarding boat transporters are exclusive of front and rear overhang. Further, no State shall impose a front overhang limitation of less than three (3) feet nor a rearmost overhang limitation of less than four (4) feet.
(3) Truck-tractor semitrailer-semitrailer. (i) Truck-tractor semitrailer-semitrailer combination vehicles are considered to be specialized equipment. No State shall impose a length limitation of less than 28 feet on any semitrailer or 28 1/2 feet if the semitrailer was in legal operation on December 1, 1982, operating in a truck-tractor semitrailer-semitrailer combination. No State shall impose an overall length limitation on a truck-tractor semitrailer-semitrailer combination when each semitrailer length is 28 feet, or 28 1/2 feet if grandfathered.
(ii) The B-train assembly is excluded from the measurement of trailer length when used between the first and second trailer of a truck-tractor semitrailer-semitrailer combination vehicle. However, when there is no semitrailer mounted to the B-train assembly, it will be included in the length measurement of the semitrailer, the length limitation in this case being 48 feet, or longer if grandfathered.
(4) Maxi-cube vehicle. No State shall impose a length limit on a maxi-cube vehicle, as defined in § 658.5 of this part, of less than 34 feet on either cargo box, excluding drawbar or hitching device; 60 feet on the distance from the front of the first to the rear of the second cargo box, including the space between the cargo boxes; or 65 feet on the overall length of the combination, including the space between the cargo boxes. The measurement for compliance with the 60- and 65-foot distance shall include the actual distance between cargo boxes, measured along the centerline of the drawbar or hitching device. For maxi-cubes with an adjustable length drawbar or hitching device, the 60- and 65-foot distances shall be measured with a drawbar spacing of not more than 27 inches. The drawbar may be temporarily extended beyond that distance to maneuver or load the vehicle.
(5) Beverage semitrailer. (i) A beverage semitrailer is specialized equipment if it has an upper coupler plate that extends beyond the front of the semitrailer, but not beyond its swing radius, as measured from the center line of the kingpin to a front corner of the semitrailer, which cannot be used for carrying cargo other than the structure of the semitrailer, and with the center line of the kingpin not more than 28 feet from the rear of the semitrailer (exclusive of rear-mounted devices not measured in determining semitrailer length). No State shall impose an overall length limit on such vehicles when operating in a truck tractor-beverage semitrailer or truck tractor-beverage semitrailer-beverage trailer combination on the NN.
(ii) The beverage trailer referred to in paragraph (e)(5)(i) of this section means a beverage semitrailer and converter dolly. Converter dolly has the same meaning as in 49 CFR 393.5.
(iii) Truck tractor-beverage semitrailer combinations shall have the same access to points of loading and unloading as 28-foot semitrailers (28.5-foot where allowed by § 658.13) in 23 CFR 658.19.
(6) Munitions carriers using dromedary equipment. A truck tractor equipped with a dromedary unit operating in combination with a semitrailer is considered to be specialized equipment, providing the combination is transporting Class 1 explosives and/or any munitions related security material as specified by the U.S. Department of Defense in compliance with 49 CFR 177.835. No State shall impose an overall length limitation of less than 75 feet on the combination while in operation.
(f) A truck tractor containing a dromedary box, deck, or plate in legal operation on December 1, 1982, shall be permitted to continue to operate, notwithstanding its cargo carrying capacity, throughout its useful life. Proof of such legal operation on December 1, 1982, shall rest upon the operator of the equipment.
(g) No State shall impose a limitation of less than 46 feet on the distance from the kingpin to the center of the rear axle on trailers or semitrailers used exclusively or primarily to transport vehicles in connection with motorsports competition events.
(h) Truck-tractors, pulling 2 trailers or semitrailers, used to transport custom harvester equipment during harvest months within the State of Nebraska may not exceed 81 feet 6 inches.
[49 FR 23315, June 5, 1984, as amended at 53 FR 2597, 2599, Jan. 29, 1988; 53 FR 25485, July 7, 1988; 53 FR 48636, Dec. 2, 1988; 55 FR 4998, Feb. 13, 1990; 55 FR 32399, Aug. 9, 1990; 59 FR 30419, June 13, 1994; 62 FR 10181, Mar. 5, 1997; 63 FR 70653, Dec. 22, 1998; 67 FR 15109, Mar. 29, 2002; 68 FR 37968, June 26, 2003; 72 FR 7748, Feb. 20, 2007]
§ 658.15 Width.
(a) No State shall impose a width limitation of more or less than 102 inches, or its approximate metric equivalent, 2.6 meters (102.36 inches) on a vehicle operating on the National Network, except for the State of Hawaii, which is allowed to keep the State's 108-inch width maximum by virtue of section 416(a) of the STAA.
(b) The provisions of paragraph (a) of this section do not apply to special mobile equipment as defined in § 658.5.
(c) Notwithstanding the provisions of this section or any other provision of law, a State may grant special use permits to motor vehicles, including manufactured housing, that exceed 102 inches in width.
[49 FR 23315, June 5, 1984, as amended at 59 FR 30419, June 13, 1994; 67 FR 15110, Mar. 29, 2002; 72 FR 7748, Feb. 20, 2007]
§ 658.16 Exclusions from length and width determinations.
(a) Vehicle components not excluded by law or regulation shall be included in the measurement of the length and width of commercial motor vehicles.
(b) The following shall be excluded from either the measured length or width of commercial motor vehicles, as applicable:
(1) Rear view mirrors, turn signal lamps, handholds for cab entry/egress, splash and spray suppressant devices, load induced tire bulge;
(2) All non-property-carrying devices, or components thereof—
(i) At the front of a semitrailer or trailer, or
(ii) That do not extend more than 3 inches beyond each side or the rear of the vehicle, or
(iii) That do not extend more than 24 inches beyond the rear of the vehicle and are needed for loading or unloading, or
(vi) Listed in appendix D to this part;
(3) Resilient bumpers that do not extend more than 6 inches beyond the front or rear of the vehicle;
(4) Aerodynamic devices that extend a maximum of 5 feet beyond the rear of the vehicle, provided such devices have neither the strength, rigidity nor mass to damage a vehicle, or injure a passenger in a vehicle, that strikes a trailer so equipped from the rear, and provided also that they do not obscure tail lamps, turn signals, marker lamps, identification lamps, or any other required safety devices, such as hazardous materials placards or conspicuity markings; and
(5) A fixed step up to 3 inches deep at the front of an existing automobile transporter until April 29, 2005. It will be the responsibility of the operator of the unit to prove that the step existed prior to April 29, 2002. Such proof can be in the form of a work order for equipment modification, a receipt for purchase and installation of the piece, or any similar type of documentation. However, after April 29, 2005, the step shall no longer be excluded from a vehicle's length.
(c) Each exclusion allowance is specific and may not be combined with other excluded devices.
(d) Measurements are to be made from a point on one side or end of a commercial motor vehicle to the same point on the opposite side or end of the vehicle.
[67 FR 15110, Mar. 29, 2002]
§ 658.17 Weight.
(a) The provisions of the section are applicable to the National System of Interstate and Defense Highways and reasonable access thereto.
(b) The maximum gross vehicle weight shall be 80,000 pounds except where lower gross vehicle weight is dictated by the bridge formula.
(c) The maximum gross weight upon any one axle, including any one axle of a group of axles, or a vehicle is 20,000 pounds.
(d) The maximum gross weight on tandem axles is 34,000 pounds.
(e) No vehicle or combination of vehicles shall be moved or operated on any Interstate highway when the gross weight on two or more consecutive axles exceeds the limitations prescribed by the following formula, referred to as the Bridge Gross Weight Formula:
except that two consecutive sets of tandem axles may carry a gross load of 34,000 pounds each if the overall distance between the first and last axle is 36 feet or more. In no case shall the total gross weight of a vehicle exceed 80,000 pounds.
(f) Except as provided herein, States may not enforce on the Interstate System vehicle weight limits of less than 20,000 pounds on a single axle, 34,000 pounds on a tandem axle, or the weights derived from the Bridge Formula, up to a maximum of 80,000 pounds, including all enforcement tolerances. States may not limit tire loads to less than 500 pounds per inch of tire or tread width, except that such limits may not be applied to tires on the steering axle. States may not limit steering axle weights to less than 20,000 pounds or the axle rating established by the manufacturer, whichever is lower.
(g) The weights in paragraphs (b), (c), (d), and (e) of this section shall be inclusive of all tolerances, enforcement or otherwise, with the exception of a scale allowance factor when using portable scales (wheel-load weighers). The current accuracy of such scales is generally within 2 or 3 percent of actual weight, but in no case shall an allowance in excess of 5 percent be applied. Penalty or fine schedules which impose no fine up to a specified threshold, i.e., 1,000 pounds, will be considered as tolerance provisions not authorized by 23 U.S.C. 127.
(h) States may issue special permits without regard to the axle, gross, or Federal Bridge Formula requirements for nondivisible vehicles or loads.
(i) The provisions of paragraphs (b), (c), and (d) of this section shall not apply to single-, or tandem-axle weights, or gross weights legally authorized under State law on July 1, 1956. The group of axles requirement established in this section shall not apply to vehicles legally grandfathered under State groups of axles tables or formulas on January 4, 1975. Grandfathered weight limits are vested on the date specified by Congress and remain available to a State even if it chooses to adopt a lower weight limit for a time.
(j) The provisions of paragraphs (c) through (e) of this section shall not apply to the operation on Interstate Route 68 in Allegany and Garrett Counties, Maryland, of any specialized vehicle equipped with a steering axle and a tridem axle and used for hauling coal, logs, and pulpwood if such vehicle is of a type of vehicle as was operating in such counties on U.S. Routes 40 or 48 for such purposes on August 1, 1991.
(k) Any over-the-road bus, or any vehicle which is regularly and exclusively used as an intrastate public agency transit passenger bus, is excluded from the axle weight limits in paragraphs (c) through (e) of this section until October 1, 2009. Any State that has enforced, in the period beginning October 6, 1992, and ending November 30, 2005, a single axle weight limitation of 20,000 pounds or greater but less than 24,000 pounds may not enforce a single axle weight limit on these vehicles of less than 24,000 lbs.
(m) The provisions of paragraphs (b) through (e) of this section shall not apply to the operation, on I-99 between Bedford and Bald Eagle, Pennsylvania, of any vehicle that could legally operate on this highway section before December 29, 1995.
(n) Any vehicle subject to this subpart that utilizes an auxiliary power or idle reduction technology unit in order to promote reduction of fuel use and emissions because of engine idling, may be allowed up to an additional 400 lbs. total in gross, axle, tandem, or bridge formula weight limits.
(1) To be eligible for this exception, the operator of the vehicle must be able to prove:
(i) By written certification, the weight of the APU; and
(ii) By demonstration or certification, that the idle reduction technology is fully functional at all times.
(2) Certification of the weight of the APU must be available to law enforcement officers if the vehicle is found in violation of applicable weight laws. The additional weight allowed cannot exceed 400 lbs. or the weight certified, whichever is less.
[49 FR 23315, June 5, 1984, as amended at 59 FR 30420, June 13, 1994; 60 FR 15214, Mar. 22, 1995; 62 FR 10181, Mar. 5, 1997; 63 FR 70653, Dec. 22, 1998; 72 FR 7748, Feb. 20, 2007]
§ 658.19 Reasonable access.
(a) No State may enact or enforce any law denying reasonable access to vehicles with dimensions authorized by the STAA between the NN and terminals and facilities for food, fuel, repairs, and rest. In addition, no State may enact or enforce any law denying reasonable access between the NN and points of loading and unloading to household goods carriers, motor carriers of passengers, and any truck tractor-semitrailer combination in which the semitrailer has a length not to exceed 28 feet (28.5 feet where allowed pursuant to § 658.13(b)(5) of this part) and which generally operates as part of a vehicle combination described in §§ 658.13(b)(5) and 658.15(a) of this part.
(b) All States shall make available to commercial motor vehicle operators information regarding their reasonable access provisions to and from the National Network.
(c) Nothing in this section shall be construed as preventing any State or local government from imposing any reasonable restriction, based on safety considerations, on access to points of loading and unloading by any truck tractor-semitrailer combination in which the semitrailer has a length not to exceed 28 1/2 feet and which generally operates as part of a vehicle combination described in §§ 658.13(b)(5) and 658.15(a).
(d) No State may enact or enforce any law denying access within 1 road-mile from the National Network using the most reasonable and practicable route available except for specific safety reasons on individual routes.
(e) Approval of access for specific vehicles on any individual route applies to all vehicles of the same type regardless of ownership. Distinctions between vehicle types shall be based only on significant, substantial differences in their operating characteristics.
(f) Blanket restrictions on 102-inch wide vehicles may not be imposed.
(g) Vehicle dimension limits shall not be more restrictive than Federal requirements.
(h) States shall ensure compliance with the requirements of this section for roads under the jurisdiction of local units of government.
(i)(1) Except in those States in which State law authorizes the operation of STAA-dimensioned vehicles on all public roads and highways, all States shall have an access review process that provides for the review of requests for access from the National Network.
(2) State access review processes shall provide for:
(i) One or more of the following:
(A) An analysis of the proposed access routes using observations or other data obtained from the operation of test vehicles over the routes;
(B) An analysis of the proposed access routes by application of vehicle templates to plans of the routes;
(C) A general provision for allowing access, without requiring a request, for commercial motor vehicles with semitrailers with a kingpin distance of 41 feet or less (measured from the kingpin to the center of the rear axle, if single, or the center of a group of rear axles). State safety analyses may be conducted on individual routes if warranted; and
(ii) All of the following:
(A) The denial of access to terminals and services only on the basis of safety and engineering analysis of the access route.
(B) The automatic approval of an access request if not acted upon within 90 days of receipt by the State. This provision shall become effective no later than 12 months following the effective date of this rule unless an extension is requested by the State and approved by FHWA.
(C) The denial of access for any 102-inch wide vehicles only on the basis of the characteristics of specific routes, in particular significant deficiencies in lane width.
(j)(1) Each State shall submit its access provisions to FHWA for approval within 6 months after June 1, 1990. In those States in which State law authorizes the operation of STAA-dimensioned vehicles on all public roads and highways, no submission or approval under this paragraph is required. If, in the future, such a State changes its authorizing legislation and restricts the operation of STAA-dimensioned vehicles, then compliance with these provisions will be necessary.
(2) The FHWA will review the access provisions as submitted by each State subject to the provisions in paragraph (j)(1) and approve those that are in compliance with the requirements of this section. The FHWA may, at a State's request, approve State provisions that differ from the requirements of this section if FHWA determines that they provide reasonable access for STAA-dimensioned vehicles and do not impose an unreasonable burden on motor freight carriers, shippers and receivers and service facility operators.
(3) Any State that does not have FHWA approved access provisions in effect within 1 year after June 1, 1990 shall follow the requirements and the criteria set forth in this section and section 658.5 and 658.19 for determining access for STAA-dimensioned vehicles to terminals and services. The FHWA may approve a State's request for a time extension if it is received by FHWA at least 1 month before the end of the 1 year period.
[53 FR 12149, Apr. 13, 1988, as amended at 55 FR 22763, June 1, 1990; 59 FR 30420, June 13, 1994]
§ 658.21 Identification of National Network.
(a) To identify the National Network, a State may sign the routes or provide maps of lists of highways describing the National Network.
(b) Exceptional local conditions on the National Network shall be signed. All signs shall conform to the Manual on Uniform Traffic Control Devices. Exceptional conditions shall include but not be limited to:
(1) Operational restrictions designed to maximize the efficiency of the total traffic flow, such as time of day prohibitions, or lane use controls.
(2) Geometric and structural restrictions, such as vertical clearances, posted weight limits on bridges, or restrictions caused by construction operations.
(3) Detours from urban Interstate routes to bypass of circumferential routes for commercial motor vehicles not destined for the urban area to be bypassed.
§ 658.23 LCV freeze; cargo-carrying unit freeze.
(a)(1) Except as otherwise provided in this section and except for tow trucks with vehicles in tow, a State may allow the operation of LCV's on the Interstate System only as listed in appendix C to this part.
(2) Except as otherwise provided in this section, a State may not allow the operation on the NN of any CMV combination with two or more cargo-carrying units (not including the truck tractor) whose cargo-carrying units exceed:
(i) The maximum combination trailer, semitrailer, or other type of length limitation authorized by State law or regulation of that State on or before June 1, 1991; or
(ii) The length of the cargo-carrying units of those CMV combinations, by specific configuration, in actual, lawful operation on a regular or periodic basis (including continuing seasonal operation) in that State on or before June 1, 1991, as listed in appendix C to this part.
(b) Notwithstanding paragraph (a)(2) of this section, the following CMV combinations with two or more cargo-carrying units may operate on the NN.
(1) Truck tractor-semitrailer-trailer and truck tractor-semitrailer-semitrailer combinations with a maximum length of the individual cargo units of 28.5 feet or less.
(2) Vehicles described in § 658.13(e) and (g).
(3) Truck-trailer and truck-semitrailer combinations with an overall length of 65 feet or less.
(4) Maxi-cubes.
(5) Tow trucks with vehicles in tow.
(c) For specific safety purposes and road construction, a State may make minor adjustments of a temporary and emergency nature to route designation and vehicle operating restrictions applicable to combinations subject to 23 U.S.C. 127(d) and 49 U.S.C. 31112 and in effect on June 1, 1991 (July 6, 1991, for Alaska). Minor adjustments which last 30 days or less may be made without notifying the FHWA. Minor adjustments which exceed 30 days require approval of the FHWA. When such adjustments are needed, a State must submit to the FHWA, by the end of the 30th day, a written description of the emergency, the date on which it began, and the date on which it is expected to conclude. If the adjustment involves alternate route designations, the State shall describe the new route on which vehicles otherwise subject to the freeze imposed by 23 U.S.C. 127(d) and 49 U.S.C. 31112 are allowed to operate. To the extent possible, the geometric and pavement design characteristics of the alternate route should be equivalent to those of the highway section which is temporarily unavailable. If the adjustment involves vehicle operating restrictions, the State shall list the restrictions that have been removed or modified. If the adjustment is approved, the FHWA will publish the notice of adjustment, with an expiration date, in the Federal Register. Requests for extension of time beyond the originally established conclusion date shall be subject to the same approval and publications process as the original request. If upon consultation with the FHWA a decision is reached that minor adjustments made by a State are not legitimately attributable to road or bridge construction or safety, the FHWA will inform the State, and the original conditions of the freeze must be reimposed immediately. Failure to do so may subject the State to a penalty pursuant to 23 U.S.C. 141.
(d) A State may issue a permit authorizing a CMV to transport an overlength nondivisible load on two or more cargo-carrying units on the NN without regard to the restrictions in § 658.23(a)(2).
(e) States further restricting or prohibiting the operation of vehicles subject to 23 U.S.C. 127(d) and 49 U.S.C. 31112 after June 1, 1991, shall notify the FHWA within 30 days after the restriction is effective. The FHWA will publish the restriction in the Federal Register as an amendment to appendix C to this part. Failure to provide such notification may subject the State to a penalty pursuant to 23 U.S.C. 141.
(f) The Federal Highway Administrator, on his or her own motion or upon a request by any person (including a State), shall review the information set forth in appendix C to this part. If the Administrator determines there is cause to believe that a mistake was made in the accuracy of the information contained in appendix C to this part, the Administrator shall commence a proceeding to determine whether the information published should be corrected. If the Administrator determines that there is a mistake in the accuracy of the information contained in appendix C to this part, the Administrator shall publish in the Federal Register the appropriate corrections to reflect that determination.
[59 FR 30420, June 13, 1994, as amended at 60 FR 15214, Mar. 22, 1995; 62 FR 10181, Mar. 5, 1997; 72 FR 7748, Feb. 20, 2007]
Appendix A to Part 658 National Network—Federally-Designated Routes
[The federally-designated routes on the National Network consist of the Interstate System, except as noted, and the following additional highways.]
Route | From | To
Alabama
US 43 | I-65 N. of Mobile | Sunflower.
US 43 | AL 5 near Russellville | TN State Line.
US 72 | MS State Line | CR 33 Hollywood.
US 72 Alt | US 72 Tuscumbia | US 72/231/431 Huntsville.
US 78 | End of 4-lane W. of AL 5 Jasper | I-59 Birmingham.
US 80 | AL 14 W. Int. Selma | US 82 Montgomery.
US 82 | Coker W. of I-59 | Eoline W. of AL 5.
US 82 | AL 206 Prattville | US 231 N. Int. Montgomery.
US 84 | AL 92 E. of Daleville (via AL 210 Dothan Cir.) | End of 4-lane E. of Dothan.
US 98 | I-10 Daphne | End of 4-lane near Fairhope.
US 231 | FL State Line (via AL 210 Dothan Circle.) | End of 4-lane N. of Wetumpka.
US 231 | Arab | TN State Line.
US 280 | US 31 Mountain Brook | AL 22 Alexander City.
US 280 | I-85 Opelika | GA State Line Phenix City.
US 431 | AL 210 Dothan | AL 173 Headland.
US 431 | I-20 Anniston | AL 79 N. Int. Columbus City (via I-59—AL 77 Gadsden).
US 431 | CR 8 New Hope | TN State Line.
AL 21 | US 31 Atmore | I-65 N. of Atmore.
AL 21 | US 431 Anniston | Jacksonville.
AL 67 | I-65 Priceville | US 72 Alt. W. of Decatur.
AL 79 | I-59 Birmingham | Pinson.
AL 152 | US 231 N. Int. Montgomery | I-65 N. Int. Montgomery.
AL 210 | Dothan Circle (Beltway)
AL 248 | US 84 Enterprise | Ft. Rucker.
AL 249 | Ft. Rucker | US 231.
Alaska
AK 1 | Potter Weigh Station Anchorage | AK 3 Palmer.
AK 2 | AK 3 Fairbanks | Milepost 1412 Delta Junction.
AK 3 | AK 1 Palmer | AK 2 Fairbanks.
Note: Routes added to the Interstate System under 23 U.S.C. 139(c) are included only to the extent designated above.
Arizona
US 60 | I-10 Brenda | I-17 Phoenix.
US 60 | AZ 87 Mesa | AZ 70 Globe.
US 60 | AZ 260 E. Int. Show Low | NM State Line.
US 64 | US 160 Teec Nos Pos | NM State Line.
US 70 | US 60 Globe | NM State Line.
US 80 | AZ 92 Bisbee | NM State Line.
US 89 | I-10 Tucson | US 60 Florence Junction.
US 89 | AZ 69 Prescott | I-40 Ash Fork.
US 89 | I-40 Flagstaff | UT State Line.
US 95 | Mexican Border | I-8 Yuma.
US 160 | US 89 Tuba City | NM State Line.
US 163 | US 160 Kayenta | UT State Line.
US 666 | I-10 Bowie | US 70 Safford.
US 666 | US 60 Springerville | I-40 Sanders.
US 666 | Mexican Border | US 80 Douglas.
AZ 69 | US 89 Prescott | I-17 Cordes Junction.
AZ 77 | US 60 Show Low | I-40 Holbrook.
AZ 84 | I-10 Picacho | AZ 87 E. of Eloy.
AZ 85 | I-8 Gila Bend (via I-8B) | I-10 Buckeye (via AZ 85 Spur).
AZ 87 | AZ 84 E. of Eloy | AZ 387 W. of Coolidge.
AZ 87 | AZ 587 Chandler | US 60 Mesa.
AZ 90 | I-10 Benson | AZ 92 Sierra Vista.
AZ 169 | AZ 69 Dewey | I-17 S. of Camp Verde.
AZ 189 | Mexican Border | I-19 Nogales.
AZ 287 | AZ 87 Coolidge | US 89 Florence.
AZ 360 | I-10 Phoenix | AZ 87 Mesa.
AZ 387 | I-10 Exit 185 | AZ 87 W. of Coolidge.
AZ 587 (Old AZ 93) | I-10 Exit 175 | AZ 87 Chandler.
Arkansas
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
California
I-80 Bus. Loop (US 50-CA 51) | I-80 W. Sacramento | I-80 near Watt Ave., Sacramento.
US 6 | US 395 Bishop | NV State Line.
US 50 | I-80 W. of Sacramento | Sly Park Rd. Pollock Pines.
US 95 | I-40 near Needles | NV State Line.
US 101 | I-5 Los Angeles | I-80 San Francisco.
US 395 | I-15 S. of Victorville | NV State Line.
CA 2 | I-5 | I-210 Los Angeles.
CA 10 (San Bern. Fwy.) | US 101 | I-5 Los Angeles.
CA 14 | I-5 near San Fernando | US 395 Ridgecrest.
CA 15 | I-5 | I-805 San Diego.
CA 22 | I-405 Seal Beach | CA 55 Orange.
CA 24 | I-580 Oakland | I-680 Walnut Creek.
CA 52 | I-5 | I-805 San Diego.
CA 55 | I-405 Costa Mesa | CA 91 Anaheim.
CA 57 | I-5 Santa Ana | I-210 Pomona.
CA 58 | CA 99 Bakersfield | I-15 Barstow.
CA 60 | I-10 Los Angeles | I-10 Beaumont.
CA 71 | I-210 | CA 60 Pomona.
CA 78 | I-5 Carlsbad | I-15 Escondido.
CA 85 | I-280 near San Jose | CA 101 Mountain View.
CA 91 | I-110 Los Angeles | I-215/CA 60 Riverside.
CA 92 | I-280 San Mateo | I-880 Hayward.
CA 94 | I-5 | CA 125 San Diego.
CA 99 | I-5 Wheeler Ridge | I-80 Bus. Loop/US 50 Sacramento.
CA 110 | I-10 | US 101 Los Angeles.
CA 118 | I-405 Los Angeles | I-210 San Fernando.
CA 125 | CA 94 | I-8 La Mesa.
CA 133 | I-405 | I-5 near El Toro.
CA 134 | US 101 Los Angeles | I-210 Pasadena.
CA 163 | I-8 | I-15 San Diego.
CA 170 | US 101 | I-5 Los Angeles.
CA 198 | I-5 Coalinga | CA 99 Visalia.
CA 215 | I-15 N. of Temecula | CA 60 Riverside.
CA 905 (Old CA 117) | I-5 | I-805 San Diego.
Note: I-580 Oakland—All vehicles over 4 1/2 tons (except passenger buses and stages) are prohibited on MacArthur Freeway between Grand Avenue and the north city limits of San Leandro. (Excepted under 23 CFR 658.11(f)).
Colorado
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
Connecticut
CT 2 | Columbus Blvd. Hartford | I-395 Norwich.
CT 8 | I-95 Bridgeport | US 44 Winsted.
CT 9 | I-95 Old Saybrook | I-91 Cromwell.
CT 20 | CT 401 Bradley Intl. Airport, Windsor Locks | I-91 Windsor.
CT 401 | CT 20 Windsor Locks | Bradley Intl. Airport Access Rd., Windsor Lks.
Delaware
US 13 | MD State Line | I-495 S. Int. Wilmington.
US 40 | MD State Line | I-295/US 13 Wilmington.
US 113 | MD State Line | US 13 Dover.
US 301 | MD State Line | I-295/US 13 Wilmington.
District of Columbia
Anacostia Fwy/Ken. Ave | I-295 | MD State Line Cheverly MD
Note: I-66—There is a 24 hour total truck ban on the Theodore Roosevelt Memorial Bridge and its approaches. (Excepted under 23 CFR 658.11(f).)
Florida
US 27 | FL Turnpike Ext | FL 84 Andytown.
US 27 | South Bay | I-75 Ocala.
US 301 | SR 24 Waldo | I-10.
FL 24 | SR 331 Gainesville | US 301 Waldo.
FL 85 | FL 397 Valparaiso | I-10 near Crestview.
FL 202 | I-95 Jacksonville | FL A-1-A.
FL 263 | US 90 W. of Tallahassee | I-10.
FL 331 | I-75 S. of Gainesville | FL 24.
FL 397 | Entrance Eglin AFB | FL 85 Valparaiso.
FL 528-FL 407 | I-4 Orlando | Cape Canaveral.
20th St. Expwy | 1-95 Jacksonville | Adams St. near Matthews Bridge.
FL Turnpike | S. End of Homestead Extension | I-75 Wildwood.
Georgia
US 19 | FL State Line | US 82 Albany.
US 23/GA 365 | I-985 near Gainesville | US 441 near Cornelia.
US 25 | I-16 | N. of Statesboro.
US 27 | GA 53 Rome | US 278 Cedartown.
US 27 | FL State Line | GA 38 Bainbridge.
US 27 Alternate GA 85 | I-185 Columbus | Ellerslie.
US 29 | US 78 W. Interchange | US 129/441 E. Interchange Athens.
US 41 | I-75 W. of Morrow | Near Barnesville.
US 41 | GA 5 Connector | County Road 633 Emerson.
US 76 | I-75 Dalton | US 411 Chatsworth.
US 78-US 29 | GA 138 Monroe | US 29 W. Interchange Athens.
US 78/GA 410 | Valleybrook Rd. Scottsdale | GA 10 Stone Mountain.
US 78/GA 10 | Stone Mountain Freeway | Monroe Bypass.
US 80/GA 22 | AL State Line | GA 85 Columbus.
US 82/GA 520 | Dawson | I-95 Exit 6 Brunswick.
US 84/GA 38 | Alabama State Line | I-75.
US 84/GA 38 | GA 520 Waycross | GA 32 Patterson.
US 129 | I-16 | Gray.
US 129 | GA 247 Connector Warner Robins | I-75 Macon.
US 129/GA 11 | I-85 | I-985.
US 280/GA 520 | Alabama State Line | Dawson.
US 319/GA 35 | US 19/GA 300 Thomasville | US 82/GA 520 Tifton.
US 411-US 41 | US 27 Rome | I-75 near Emerson.
US 441/GA 31 | US 82/GA 520 Pearson | GA 135 Douglas.
US 441/GA 24 | I-20 | GA 22 Milledgeville.
US 441/GA 15 | Athens Bypass | I-85.
GA 2 | US 27 Fort Oglethorpe. | I-75.
GA 5 Connector | I-75 | US 41.
GA 6 | I-20 | GA 6 Bypass near Dallas.
GA 6 Bypass | E. of Dallas | W. of Dallas.
GA 10 Loop | E. and S. Bypass in Athens
GA 14 Spur | US 29/Welcome All Road | I-85/285 S. Interchange Atlanta.
GA 21 | I-95 Monteith | GA 204 Savannah.
GA 25 | GA 520 | GA 25 Spur.
GA 25 Spur | US 17 N. of Brunswick | I-95 Exit 8.
GA 53 | Rome | I-75 Calhoun.
GA 61 | I-20 | GA 166 near Carrollton.
GA 85 | Fayetteville | I-75.
GA 138 | I-20 Conyers | US 78 Monroe.
GA 166 | GA 61 | End of 4-lane section of W. GA 1 Carrollton.
GA 247C | I-75 | GA 247 Warner Robins.
GA 300 | US 82 Albany | I-75 near Cordele.
GA 316 | I-85 | US 29.
GA 400 | I-285 near Atlanta | GA 60.
GA 515 | I-575 | Blairsville.
GA 520 | I-95 | GA 25.
Note: Atlanta area—Interstate highways within the I-285 beltway are not available to through trucks with more than 6 wheels because of construction.
Hawaii
HI 61 | HI 98 (Vineyard Boulevard) | Kawainui Bridge Kailua.
HI 63 | HI 92 (Nimitz Hwy.) | HI 83 (Kahekili Hwy.).
HI 64 | Sand Island Park | HI 92 (Nimitz Hwy.).
HI 72 | 61 Kailua/Waimanalo Junction | Ainakoa.
HI 78 | H-1 Middle St | HI 99 (Kamehameha Hwy.) Aiea.
HI 83 | HI 99 Weed Junction | HI 61 (Kalanianaole Hwy).
HI 92 | Pearl Harbor/Main Gate | Kalakaua Avenue.
HI 93 | Beginning of H-1 | Makaha Bridge.
HI 95 | H-1 | Barbers Point Harbor.
HI 99 | Pearl Harbor Int. | HI 83 Weed Junction.
Idaho
I-15B | I-15/US 26 S. of Idaho Falls | US 26 N. Int. Idaho Falls.
US 2 | Dover | US 95 Sandpoint.
US 2 | US 95 Bonners Ferry | MT State Line.
US 20/26 | OR State Line | I-84 W. Caldwell Int. Caldwell
US 20 | I-84 Mountain Home | MT State Line.
US 26 | I-84 Bliss | I-15 Blackfoot.
US 30 | US 95 Fruitland | ID 72 New Plymouth.
US 30 | I-15 McCammon | WY State Line.
US 89 | UT State Line | US 30 Montpelier.
US 91 | UT State Line | I-15 Virginia.
US 93 | NV State Line | Arco.
US 95 | OR State Line S. of Marsing | OR State Line Weiser (via US 95 Spur).
US 95 | Grangeville | Moscow.
US 95 | I-90 Coeur D'Alene | US 2 Bonners Ferry.
ID 16 | ID 44 Star | Emmett.
ID 28 | ID 33 Mud Lake | US 93 Salmon.
ID 33 | ID 28 Mud Lake | US 20 Rexburg
ID 44 | I-84 Caldwe1l | ID 55 Eagle.
ID 51 | NV State Line | I-84 Mountain Home.
ID 53 | WA State Line | US 95 Garwood.
ID 55 | US 95 Marsing | I-84 Nampa.
ID 55 | US 20/26 S. of Eagle | ID 44 Eagle.
ID 75 | US 93 Shoshone | Ketchum.
ID 87 | US 20 N. of Macks Inn | MT State Line.
Illinois
US 20 | US 20 BR W. of Rockford | I-39 Rockford.
US 36 | IL 100 NW. of Winchester | I-55 Springfield.
US 50 | US 50 BR E. of Lawrenceville | IN State Line.
US 51 | US 51 BR S. of Decatur | I-72 Decatur.
US 67 | IL 92 Rock Island | IA State Line.
IL 6 | I-74/474 Peoria | IL 88 N. of Peoria.
IL 53 | Army Trail Rd. Addison | IL 68 Arlington Heights.
IL 92 | I-280 Rock Island | US 67 Rock Island.
IL 336 | IL 57 Fall Creek | US 24 NE. of Quincy.
IL 394 | IL 1 Goodenow | I-80/94/294 S. Holland.
IL Toll Hwys | All Routes
Indiana
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
Iowa
Note: Iowa State law allows STAA-dimensioned vehicles to operate on all highways in the State. The routes shown below were incorporated into the NN by the FHWA in 1984.
US 6 | NE State Line | I-80 Council Bluffs.
US 6 | IA 48 Lewis | I-80 N. of Wilton.
US 6 | IA 130 Davenport | I-74.
US 18 | WCL Rock Valley | WI State Line.
US 20 | I-29 Sioux City | IL State Line.
US 30 | Missouri River Bridge (NE) | IL State Line Clinton.
US 34 | Missouri River Bridge (NE) | IL State Line Burlington.
US 52 | US 61 Dubuque | IA 386 N. Int. Sageville.
US 52 | IA 3 Luxemburg | US 18 E. Int.
US 52 | ECL Calmar | Burr Oak.
US 59 | IA 2 Shenandoah | IA 184.
US 59 | IA 92 Carson | US 6 N. Int.
US 59 | IA 83 Avoca | US 30 Denison.
US 59 | US 20 Holstein | IA 3.
US 59 | IA 10 E. Int. W. of Sutherland | US 18 Sanborn.
US 61 | Des Moines River Bridge (MO) Keokuk | WI State Line.
US 63 | MO State Line | IA 146 New Sharon.
US 63 | I-80 Malcom | NCL Chester.
US 65 | US 34 N. Int. Lucas | IA 117/330.
US 65 | US 30 Colo | Sheffield.
US 65 | SCL Mason City | IA 105 Northwood.
US 67 | IL State Line Davenport | 4.64 Miles N. of Clinton.
US 69 | SCL Lamoni | I-35.
US 69 | US 6/65 Des Moines | IA 105 Lake Mills.
US 71 | MO State Line | IA 196 Ulmer.
US 71 | US 20 Early | MN State Line.
US 75 | I-29 N. Int. Sioux City | IA 9 E. Int.
US 77 | NE State Line | I-29 Sioux City.
US 136 | Des Moines River Bridge (MO) | Mississippi River Bridge Keokuk.
US 151 | I-80 E. of Williamsburg | US 61 S. Int.
US 169 | SCL Arispe | IA 92 Winterset.
US 169 | SCL Desoto | I-80.
US 169 | US 6 Adel | IA 141 Perry.
US 169 | US 30 Beaver | IA 3.
US 169 | US 18 Algona | IA 9 W. Int. Swea City.
US 218 | US 136 Keokuk | IA 92 Ainsworth.
US 218 | IA 22 Riverside | IA 227.
IA 1 | IA 16 N. Int | IA 78 W. Int. Richland.
IA 1 | IA 92 N. Int | IA 22 Kalona.
IA 1 | US 6/218 N. Int. Iowa City | I-80 Iowa City.
IA 1 | SCL Martelle | US 151.
IA 2 | NE State Line | IA 25 W. of Mt. Ayr.
IA 2 | Decatur Co. Line | Mississippi River Bridge (IL) Ft. Madison.
IA 3 | SD State Line | IA 12 N. Int. Akron.
IA 3 | US 75 Le Mars | IA 7.
IA 3 | IA 17 E. Int. Goldfield | IA 13 W. Int.
IA 4 | IA 3 Pocahontas | US 18 E. Int.
IA 4 | SCL Wallingford | IA 9 Estherville.
IA 5 | IA 2 Centerville | I-35.
IA 7 | IA 3 | US 71 N. Int. Storm Lake.
IA 7 | Barnum | US 20 Fort Dodge.
IA 8 | US 63 Traer | US 218.
IA 9 | IA 60 | IA 26 Lansing.
IA 10 | US 59 E. Int | ECL Sutherland.
IA 12 | US 20 | NCL Sioux City.
IA 13 | US 30 Bertram | US 52.
IA 14 | IA 92/5 | NCL Newton.
IA 14 | US 30 Marshalltown | US 20 S. Int.
IA 15 | US 18 Whittemore | IA 9 W. Int.
IA 16 | NCL Eldon | IA 1 N. Int.
IA 16 | Denmark | US 61 Wever.
IA 17 | IA 141 Granger | IA 3 E. Int.
IA 21 | SCL What Cheer | IA 412 Waterloo.
IA 22 | WCL Wellman | IA 70 W. Int.
IA 23 | US 63 Ottumwa | IA 137 Eddyville.
IA 25 | IA 2 | IA 92 Greenfield.
IA 25 | IA 925 W. Int | IA 44 Guthrie Center.
IA 26 | IA 9 Lansing | New Albin.
IA 28 | IA 92 | US 6 Des Moines.
IA 31 | SCL Correctionville | US 59.
IA 37 | WCL Earling | US 59.
IA 38 | US 61 Muscatine | I-80.
IA 38 | SCL Tipton | US 30 E. Int.
IA 39 | US 59 Denison | Deloit.
IA 44 | US 71 Hamlin | IA 141.
IA 46 | IA 5 | IA 163 Des Moines.
IA 48 | US 59 Shenandoah | NCL Essex.
IA 48 | US 34 Red Oak | US 6.
IA 49 | SCL Lenox | US 34.
IA 51 | US 18 Postville | IA 9.
IA 55 | Seymour | IA 2.
IA 60 | US 75 Lemars | MN State Line.
IA 62 | US 61 Maquoketa | US 52 Bellevue.
IA 64 | US 151 Anamosa | US 61.
IA 70 | Columbus City | IA 22 W. Int.
IA 77 | IA 92 | Keota.
IA 78 | IA 149 | IA 249 Winfield.
IA 78 | WCL Morning Sun | US 61.
IA 83 | S. of Walnut | US 6 Atlantic.
IA 85 | US 63 Montezuma | IA 21.
IA 86 | US 71 | IA 9 Montgomery.
IA 92 | NE State Line | IA 48 Griswold.
IA 92 | WCL Fontanelle | IA 1 N. Int.
IA 92 | IA 1 S. Int | Cotter.
IA 93 | WCL Sumner | IA 150 Fayette.
IA 94 | I-380 Cedar Rapids | Palo.
IA 96 | Gladbrook | US 63 Traer.
IA 99 | Toolesboro | US 61 Wapello.
IA 100 | IA 151 Cedar Rapids | I-380.
IA 103 | US 218 | US 61 Fort Madison.
IA 105 | US 69 Lake Mills | US 218 St. Ansgar.
IA 107 | SCL Thornton | US 18 Clear Lake.
IA 110 | US 20 | IA 7 Storm Lake.
IA 111 | US 18 Britt | Woden.
IA 117 | IA 163 Prairie City | US 65.
IA 127 | IA 183 S. Int | US 30 Logan.
IA 130 | US 61/67 Davenport | I-80.
IA 133 | US 30 | Nevada.
IA 136 | ECL Delmar | WCL Lost Nation.
IA 136 | SCL Worthington | US 52/IA 3 Luxemburg.
IA 137 | IA 5 Albia | IA 23.
IA 141 | I-29 | US 30/59 Denison.
IA 141 | WCL Manning | US 169.
IA 141 | IA 210 Woodward | I-35 Urbandale.
IA 144 | IA 141 Perry | US 30 Grand Junction.
IA 145 | I-29 | ECL Thurman.
IA 146 | US 63 New Sharon | Dunbar.
IA 148 | IA 2 Bedford | US 34.
IA 148 | IA 951 Carbon | I-80.
IA 149 | US 63 | IA 78 Martinsburg.
IA 149 | SCL Williamsburg | I-80.
IA 150 | US 218 Vinton | IA 283.
IA 150 | US 20 | US 18 West Union.
IA 150 (Old) | I-380 Center Point | IA 150.
IA 157 | US 63 | Lime Springs.
IA 160 | US 69/IA 415 | I-35 Ankeny.
IA 163 | US 65 Des Moines | IA 92 Oskaloosa.
IA 173 | IA 83 Atlantic | I-80.
IA 175 | NE State Line | ECL Onawa.
IA 175 | US 71 S. Int | ECL Lake City.
IA 175 | Gowrie | ECL Dayton.
IA 175 | WCL Stratford | ECL Radcliffe.
IA 175 | US 65 N. Int | US 63 Voorhies.
IA 181 | Melcher-Dallas | IA 5/92.
IA 183 | IA 127 N. Int | NCL Pisgah.
IA 184 | WCL Randolph | US 59.
IA 192 | I-29/80 | I-29 Council Bluffs.
IA 196 | US 71 | US 20 Sac City.
IA 210 | IA 141 | NCL Woodward.
IA 210 | IA 17 N. Int | ECL Slater.
IA 215 | Union | IA 175 Eldora.
IA 221 | I-35 | Roland.
IA 227 | US 218 | Stacyville.
IA 244 | I-80 | IA 191 Neola.
IA 249 | IA 78 | Winfield.
IA 272 | Elma | US 63.
IA 273 | WCL Drakesville | US 63.
IA 276 | US 71 | IA 327 Orleans.
IA 279 | US 30 | Atkins.
IA 281 | WCL Fairbank | IA 150.
IA 283 | Brandon | IA 150.
IA 287 | US 30 | Newhall.
IA 300 | Modale | I-29.
IA 316 | IA 5 Pleasantville | NCL Runnells.
IA 330 | US 65 | US 30 Marshalltown.
IA 363 | IA 101 | Urbana.
IA 401 | US 6 | Johnston.
IA 405 | Lone Tree | IA 22.
IA 406 | US 34 | US 61 Burlington.
IA 415 | US 6 Des Moines | IA 160.
IA 927 | IA 38 Wilton | 1-280 Davenport.
IA 928 | US 20/IA 17 | US 20 Williams.
IA 930 | US 30 | Ames.
IA 939 | IA 150 Independence | IA 187.
IA 964 | IA 5/92 | IA 975/14 Knoxville.
IA 967 | US 20 | Farley.
IA 975 | IA 5/92 | IA 964/14 Knoxville.
University Ave | US 20 SW. of Cedar Falls | US 218 Cedar Falls.
Kansas
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
Kentucky
I-471 Connector | US 27 Highland Heights | I-275/471 Interchange.
US 23 | Virginia State Line | US 119 near Jenkins.
US 23 | US 119 N. of Pikeville | S. end U.S. Grant Bridge South Portsmouth.
US 23 Spur | US 60 Ashland (via 13th St. Bridge) | Ohio State Line.
US 25/421 | Int. US 25/US 421 S. of Richmond | KY 876 Richmond.
US 25/421 | KY 418 (via KY 4) | Nandino Blvd., Lexington.
US 25E | Virginia State Line | I-75 Exit 29 N. of Corbin.
US 27 | Tennessee State Line (via KY 4 Lexington) | Ohio State Line.
US 31W | Tennessee State Line | KY 255 Park City.
US 31W | Byp US 31W N. of Elizabethtown | I-264 Exit 8 Louisville.
US 31W Byp | Western Kentucky Parkway Exit 136 | US 31W N. of Elizabethtown.
US 41 | Pennyrile Parkway Henderson | Indiana State Line.
US 41 | Tennessee State Line | Pennyrile Parkway near SCL Hopkinsville.
US 45 | Jackson Purchase Parkway N. of Mayfield | US 60 Paducah.
US 60 | US 45 Paducah | Int. US 60/62 Paducah.
US 60 | US 60 Byp W. of Owensboro | KY 69 Hawesville.
US 60 | KY 144 Garrett | US 31W S. of Muldraugh.
US 60 | Int. US 421/KY 676 Frankfort (via KY 4 Lexington) | I-75 Exit 110 Lexington.
US 60 | KY 180 Cannonsburg | US 23 Ashland.
US 60 Byp | US 60 W. of Owensboro | US 60 E. of Owensboro.
US 62 | I-24 Exit 7 Paducah (via US 60 Paducah) | US 68.
US 62/68 | Washington | Ohio State Line.
US 68 | US 62 | I-24 Exit 16.
US 68 | I-24 Exit 65 E. of Cadiz (via US 41 Hopkinsville) | Green River Parkway Exit 5 Bowling Green.
US 68 | US 27 Paris (via Paris Byp) | Int. US 62/68 Washington.
US 119 | KY 15 E. of Whitesburg | US 23 near Jenkins.
US 119 | US 25E S. of Pineville | US 421 Harlan.
US 119 | US 23 N. of Pikeville | KY 1441.
US 127 | KY 22 Owenton | KY 35 Bromley.
US 127 | US 127 Byp N. of Danville (via US 68 Harrosdburg) | US 60 Frankfort (via Lawrenceburg Byp.).
US 127 Byp | US 127 S. of Danville | US 127 N. of Danville.
US 127 Byp | US 127 S. of Lawrenceburg | US 127 N. of Lawrenceburg.
US 150 | US 62 Bardstown (via US 68 Perryville, the Danville Byp, and the Stanford Byp) | US 27 N. of Stanford.
US 150 Byp | US 127 S. of Danville | US 150 E. of Danville.
US 150 Byp | US 150 N. of Stanford | US 27 N. of Stanford.
US 231 | US 60 Byp Owensboro | Indiana State Line.
US 421 | 0.1 mile S. of Harlan Appalachian Regional Hospital | US 119.
US 421 | Int. US 60/460 Frankfort | US 127 Wilkinson Blvd./Owenton Rd. Interchange Frankfort.
US 431 | US 60 Byp Owensboro | US 60 (4th St.) Owensboro.
US 460 | I-64 Exit 110 N. of Mt. Sterling | KY 686 Mt. Sterling.
US 460 | E. end Mountain Pkwy. Extension | US 23 W. of Paintsville.
US 641 | Tennessee State Line | KY 348 Benton.
KY 4 | US 27 S. Lexington | Entire Circle of Lexington.
KY 11 | KY 3170 Lewisburg | US 62/68 Maysville.
KY 15 | US 119 Whitesburg (via KY 7 Isom) | KY 15 Spur/KY 191 Campton.
KY 15 Spur | KY 15/191 Campton | Mountain Parkway Exit 43.
KY 21 | I-75 Exit 76 W. of Berea | US 25 Berea.
KY 35 | US 127 Bromley | I-71 Exit 57.
KY 55 | Cumberland Parkway Exit 49 Columbia | US 150 Springfield.
KY 61 | Peytonsburg | KY 90 Burkesville
KY 69 | US 60 Hawesville | Indiana State Line.
KY 70/90 | I-65 Exit 53 | US 31E Glasgow.
KY 79 | KY 1051 Brandenburg | Indiana State Line.
KY 80 | KY 80 Byp. E. of Somerset | US 25 N. of London.
KY 80 | KY 15 N. of Hazard | US 23 Watergap.
KY 80/US 421 | S. ramps Daniel Boone Parkway Exit 20 | 2nd Street Manchester.
KY 80 Byp | US 27 Somerset | KY 80 E. of Somerset.
KY 90 | KY 61 Burkesville | US 27 Burnside.
KY 114 | US 460 E. of Salyersville | US 23/460 S. of Prestonburg.
KY 118 | Int. US 421/KY 80 Hyden | Daniel Boone Parkway Exit 44.
KY 144 | KY 448 | US 60 Garrett.
KY 151 | US 127 N. of Lawrenceburg | I-64 Exit 48.
KY 180 | I-64 Exit 185 | Int. US 60/KY 180 Cannonsburg.
KY 192 | I-75 Exit 38 | Daniel Boone Parkway E. of London.
KY 259 | Western Kentucky Parkway Exit 107 | US 62 Leitchfield.
KY 418 | US 25/421 Lexington | I-75 Exit 104.
KY 446 | US 31W Bowling Green | I-65 Exit 28.
KY 448 | KY 144 | KY 1051 Brandenburg.
KY 555 | US 150 Springfield | Bluegrass Parkway Exit 42.
KY 676 | US 127 Frankfort | US 60/421 Frankfort.
KY 686 | US 460 Mt. Sterling | KY 11 S. of Mt. Sterling.
KY 876 | I-75 Exit 87 Richmond | KY 52.
KY 922 | KY 4 Lexington | I-64/75 Exit 115.
KY 1051 | KY 448 S. of Brandenburg | KY 79.
KY 1682 | US 68 W. of Hopkinsville | Pennyrile Parkway Exit 12 NCL Hopkinsville.
KY 1958 | KY 627 S. of Winchester | I-64 Exit 94 Winchester.
Audubon Parkway | Pennyrile Parkway Exit 77 Henderson | US 60 Byp Owensboro.
Blue Grass Parkway | I-65 Exit 93 E. of Elizabethtown | US 60 E. of Versailles.
Cumberland Parkway | I-65 Exit 43 N. of Hays | US 27 Somerset.
Daniel Boone Parkway | US 25 N. of London | KY 15 N. of Hazard.
Green River Parkway | I-65 Exit 20 S.E. of Bowling Green | US 60 Byp Owensboro.
Jackson Purchase Parkway | Tennessee State Line | I-24 Exit 25 E. of Calvert City.
Mountain Parkway and Mountain Parkway Extension | I-64 Exit 98 E. of Winchester | US 460 Salyersville.
Pennyrile Parkway | US 41 Alt. Hopkinsville | US 41 Henderson.
Western Kentucky Parkway | I-24 Exit 42 S. of Eddyville | I-65 Exit 91 S. of Elizabethtown.
Note: US 23 crosses the Ohio River between South Portsmouth, KY and Portsmouth, OH via the U.S. Grant Bridge. Although the state line is near the Ohio shoreline, putting most of the bridge in Kentucky, the terminal point for US 23 is listed as the south end of the bridge because the bridge is maintained by the Ohio DOT.
Louisiana
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
Maine
US 1 | I-95 Brunswick | Old US 1 (Vicinity of Congress St.) Bath.
Scarboro Connector | I-295 South Portland | US 1 Scarborough.
South Portland Spur | I-95 South Portland | US 1 South Portland.
Maryland
US 13 | VA State Line | DE State Line.
US 15 | US 40/340 Frederick | MD 26 Frederick.
US 40 | US 15/340 Frederick | I-70/270 Frederick.
US 48 | WV State Line | I-70 Hancock.
US 50 | MD 201/Kenilworth Ave. Cheverly | US 13 Salisbury.
US 301 | VA State Line | DE State Line.
US 340 | MD 67 Weverton | US 15/40 Frederick.
MD 3 | US 50/301 Bowie | I-695/MD 695 Glen Burnie.
MD 4 | I-95 Forestville | US 301 Upper Marlboro.
MD 10 | MD 648 Glen Burnie | MD 695 Glen Burnie.
MD 100 | MD 3 | MD 607 Jacobsville.
MD 201 (Kenilw. Ave.) | D.C. Line | US 50 Cheverly.
MD 295 | I-695 Linthicum | I-95 Baltimore.
MD 695 | I-695/MD 3 Glen Burnie | I-95/695 Kenwood.
MD 702 | Old Eastern Avenue | MD 695 Essex.
Note: I-895 Baltimore—Widths over 96 inches and tandem trailers may be prohibited on the Harbor Tunnel Thruway because of construction.
Massachusetts
US 3 | I-95 Burlington | NH State Line.
MA 2 | I-190 Leominister | I-495 Littleton.
MA 24 | I-195 Fall River | I-93 Randolph.
MA 140 | I-195 New Bedford | MA 24 Taunton.
Note: I-93 Boston—Restrictions may be applied, when necessary, to portions of I-93 affected by reconstruction of the Central Artery (I-93) and construction of the Third Harbor Tunnel (I-90).
Michigan
I-75 Conn | US 24BR Pontiac | I-75.
US 2 | WI State Line Ironwood | WI State Line S. of Crystal Falls.
US 2 | WI State Line Iron Mountain | I-75 St. Ignace.
US 8 | US 2 Norway | WI State Line.
US 10 | Ludington | I-75 Bay City.
US 12 | IN State Line | I-94 W. Jct. Ypsilanti.
US 23 | OH State Line | I-75 Mackinaw City.
US 24 | OH State Line | MI 15 Waterford.
US 24BR | US 24 S. of Pontiac | MI 1 Pontiac.
US 27 | IN State Line | I-75 S. of Grayling.
US 31 | IN State Line | I-75 Mackinaw City.
US 33 | IN State Line | US 12 Niles.
US 41 | WI State Line | Houghton.
US 45 | WI State Line | MI 26 Rockland.
US 127 | OH State Line | I-69/US 27 N. of Lansing.
US 131 | IN State Line | US 31 Petoskey.
US 141 | WI State Line S. of Crystal Falls | US 41/MI 28.
US 223 | US 23 | US 12/127 Somerset.
MI 10 | I-375 Detroit | Orchard Lake Road.
MI 13 | I-69 Lennon | I-75 Saginaw (via MI 81).
MI 13 | I-75 Kawkawlin (via I-75 Conn.) | US 23 Standish.
MI 14 | I-94 Ann Arbor | I-96/275 Plymouth.
MI 15 | US 24 Clarkston | MI 25 Bay City.
MI 18 | US 10 | MI 61 Gladwin.
MI 20 | US 31 New Era | MI 37 White Cloud.
MI 20 | US 27 Mt. Pleasant | US 10 Midland.
MI 21 | I-96 near Grand Rapids | I-69 Flint.
MI 24 | I-75 Auburn Hills (via I-75 Conn.) | I-69 Lapeer.
MI 24 | MI 46 | MI 81 Caro.
MI 26 | US 45 Rockland | MI 38.
MI 27 | I-75 | US 23 Cheboygan.
MI 28 | US 2 Wakefield | I-75.
MI 32 | Hillman | Alpena.
MI 33 | Mio | Fairview.
MI 35 | US 2/41 Escanaba | US 2/41 Gladstone.
MI 36 | US 127 Mason | Dansville.
MI 37 | MI 55 | US 31/MI 72 Traverse City.
MI 37 | I-96 Grand Rapids | MI 46 Kent City.
MI 38 | US 45 Ontonagon | US 41 Baraga.
MI 39 | I-75 Lincoln Park | MI 10 Southfield.
MI 40 | MI 89 Allegan | US 31BR/I-196BL Holland.
MI 43 | MI 37 Hastings | US 127 Lansing.
MI 46 | US 131 Howard City | MI 25 Port Sanilac.
MI 47 | I-675 Saginaw (via MI 58) | US 10.
MI 50 | MI 43/66 Woodbury | MI 99 Eaton Rapids.
MI 50 | US 127 S. Jct | I-75 Monroe.
MI 51 | US 12 Niles | I-94.
MI 52 | OH State Line | US 12 Clinton.
MI 52 | I-96 Webberville | MI 46 W. of Saginaw.
MI 53 | MI 3 Detroit | MI 25 Port Austin.
MI 55 | US 31 Manistee | I-75.
MI 55 | MI 65 | US 23 Tawas City.
MI 57 | US 131 N. of Rockford | US 27.
MI 57 | MI 52 Chesaning | I-75 Clio.
MI 59 | US 24 BR Pontiac | I-94.
MI 60 | MI 62 Cassopolis | I-69/US 27.
MI 61 | MI 115 | US 27 Harrison.
MI 61 | MI 18 Gladwin | US 23 Standish.
MI 63 | US 31 Scottdale | I-196.
MI 65 | US 23 Omer | MI 55.
MI 65 | MI 72 Curran | MI 32.
MI 65 | Posen | US 23 N. of Posen.
MI 66 | IN State Line | US 12 Sturgis.
MI 66 | Battle Creek | MI 78.
MI 66 | MI 43/50 Woodbury | MI 46 Edmore.
MI 67 | US 41 Trenary | MI 94 Chatham.
MI 68 | US 31/131 Petoskey | US 23 Rogers City.
MI 69 | US 2/141 Crystal Falls | MI 95 Sagola.
MI 72 | US 31/MI 37 Traverse City | US 23 Harrisville.
MI 77 | US 2 | MI 28 Seney.
MI 78 | MI 66 | I-69 Olivet.
MI 81 | MI 24 Caro | MI 53.
MI 82 | MI 37 S. Jct. Newago | US 131.
MI 83 | Frankenmuth | I-75.
MI 84 | I-75 | MI 25 Bay City.
MI 89 | MI 40 Allegan | US 131.
MI 94 | US 41 | MI 28 Munising.
MI 95 | US 2 Iron Mountain | US 41/MI 28.
MI 104 | US 31 Grand Haven | I-96.
MI 115 | US 27 | MI 22 Frankfort.
MI 117 | US 2 Engadine | MI 28.
MI 123 | I-75 N. of St. Ignace | MI 28.
MI 142 | MI 25 Bay Port | MI 53.
MI 205 | IN State Line | US 12 W. of Union.
Minnesota
US 2 | ND State Line E. Grand Forks | I-35 Duluth.
US 10 | CH 11 E. of Moorhead | I-694 Arden Hills.
US 12 | US 59 Holloway | I-94 Minneapolis.
US 14 | US 75 Lake Benton | US 52 Rochester.
US 52 | I-90 S. of Rochester | MN 110 Inver Grove Hts.
US 53 | I-35/535 Duluth | US 169 S. Int. Virginia.
US 59 | I-90 Worthington | MN 30 S. Int. Slayton.
US 59 | MN 7 Appleton | US 12 Holloway.
US 59 | I-94 N. Int. Fergus Falls | MN 175 Lake Bronson.
US 61 | WI State Line | MN 60 Wabasha.
US 61 | MN 55 Hastings | I-94 St. Paul.
US 61 | I-35 Duluth | CH 2 Two Harbors.
US 63 | I-90 Rochester | US 52 Rochester.
US 63 | MN 58 Red Wing | WI State Line.
US 71 | IA State Line | MN 34 Park Rapids.
US 75 | I-90 | US 2 Crookston.
US 75 | MN 175 Hallock | Canadian Border.
US 169 | I-90 Blue Earth | US 212 Chanhassen.
US 169 | I-94 Brooklyn Park | MN 23 Milaca.
US 169 | US 2 Grand Rapids | US 53 S. Int. Virginia.
US 212 | SD State Line | MN 62 Edina.
US 218 | I-90 Austin | US 14 Owatonna.
MN 1 | ND State Line | US 59/MN 32 Thief River Falls.
MN 3 | MN 110 Inver Grove Hts | I-94 St. Paul.
MN 5 | MN 22 Gaylord | US 212.
MN 7 | US 75 near Odessa | MN 100 St. Louis Park.
MN 9 | US 12 Benson | US 59 Morris.
MN 11 | MN 32 Greenbush | MN 72 Baudette.
MN 13 | I-90 | MN 14 Waseca.
MN 15 | I-90 Fairmont | MN 60.
MN 15 | US 14 New Ulm | MN 19 Winthrop.
MN 19 | US 59 Marshall | MN 22 Gaylord.
MN 22 | MN 109 Wells | US 14/MN 60 Mankato.
MN 22 | US 212 Glencoe | US 12 Litchfield.
MN 23 | US 75 Pipestone | I-35 near Hinckley.
MN 24 | I-94 Clearwater | US 10 Clear Lake.
MN 25 | I-94 Monticello | US 10 Big Lake.
MN 27 | MN 29 Alexandria | MN 127 Osakis.
MN 27 | US 71 N. Int. Long Prairie | US 10 Little Falls.
MN 28 | SD State Line Browns Valley | I-94/US 71 Sauk Centre.
MN 29 | I-94 Alexandria | MN 27 Alexandria.
MN 30 | US 75 Pipestone | US 59 S. Int. Slayton.
MN 32 | US 59/MN 1 Thief River Falls | MN 11 Greenbush.
MN 33 | I-35 Cloguet | US 53 Independence.
MN 34 | US 71 Park Rapids | MN 371 Walker.
MN 36 | I-35W Roseville | MN 95 Oak Park Hts.
MN 43 | I-90 Wilson | US 61 Winona.
MN 55 | MN 28 Glenwood | 7th St. N., W. Int. Minneapolis.
MN 55 | I-94 E. Int. Minneapolis | MN 3 Inver Grove Hts.
MN 60 | IA State Line Bigelow | US 14/169 Mankato.
MN 62 | US 212 Edina | MN 100 Edina.
MN 65 | I-694 Fridley | MN 23 Mora.
MN 68 | US 75 Canby | MN 19 Marshall.
MN 101 | I-94 Rogers | US 10 Elk River.
MN 109 | I-90 Alden | MN 22 Wells.
MN 175 | US 75 Hallock | US 59.
MN 210 | ND State Line Breckenridge | US 59 W. Int. Fergus Falls.
MN 210 | US 10 Motley | I-35 Carlton.
MN 371 | US 10 Little Falls | US 2 Cass Lake.
NOTE: I-35E St. Paul—The parkway segment of I-35E from 7th Street to I-94 is not available to trucks because of reduced design standards.
Mississippi
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
Missouri
US 24 | I-435 Kansas City | US 65 Waverly.
US 24 | US 36 E. Jct. W. of Hannibal | IL State Line.
US 36 | KS State Line St. Joseph | IL State Line Hannibal.
US 40 | I-70 Wentzville | I-270 W. of St. Louis.
US 50 | I-470 Exit 7 Kansas City | I-44 Exit 247 Union.
US 54 | US 54BR Lake Ozark | IL State Line.
US 59 | KS State Line | I-229 St. Joseph.
US 60 | OK State Line | US 71 Neosho.
US 60 | MO 37 Monett | US 63 Cabool.
US 60 | 2 Mi. E. of E. Jct. MO 21 Ellsinore | I-55/57 Sikeston.
US 61 | I-70 Wentzville | IA State Line.
US 63 | AR State Line Thayer | IA State Line.
US 65 | AR State Line Ridgedale | IA State Line.
US 67 | AR State Line | I-55 Exit 174 Crystal City.
US 67 | MO 367 N. of St. Louis | IL State Line.
US 71 | AR State Line | I-435/470 Kansas City.
US 71 | I-29 Exit 53 N. of St. Joseph | US 136 Maryville.
US 71 Alt | I-44 E. of Joplin | US 71 Carthage.
US 136 | NE State Line | I-29 Exit 110 Rock Port.
US 166 | KS State Line | I-44 SW. of Joplin.
US 169 | I-29 Kansas City | MO 152 Kansas City.
US 412 | AR State Line | I-55 Exit 19 Hayti.
MO 5 | AR State Line | US 60 Mansfield.
MO 7 | US 71 Harrisonville | MO 13 Clinton.
MO 13 | I-44 Springfield | US 24 Lexington.
MO 25 | US 412 near Kennett | US 60 Dexter.
MO 37 | MO 76 Cassville | US 60 Monett.
MO 47 | US 50 Union | MO 100 Washington.
MO 84 | AR State Line | US 412 near Kennett.
MO 100 | MO 47 Washington | I-44 SE. of Washington.
MO 171 | KS State Line/KS 57 | US 71 Webb City.
MO 367 | I-270 N. of St. Louis | US 67 N. of St. Louis.
Montana
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
Nebraska
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
Nevada
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
New Hampshire
US 3 | MA State Line | NH 101A Nashua.
US 4/Spaulding Tpk | I-95 Portsmouth | Exit 6 E. of Durham.
New Jersey
US 130 | US 322 Bridgeport | I-295 Logan Township.
US 130 | I-295/NJ 44 West Deptford | I-295 West Deptford.
US 322 | PA State Line | US 130 Bridgeport.
NJ 42 | Atlantic City Expwy. Turnersville | I-295 Bellmawr.
NJ 81 | I-95 Elizabeth | US 1/9 Newark Intl. Airport.
NJ 440 | I-287/I-95 Edison | NY State Line Outerbridge Crossing.
Note: I-95—The following two sections of the New Jersey Turnpike are available to STAA-dimensioned vehicles. They were added to the Interstate System on March 3, 1983, but are not signed as Interstate.
PA Tpk. Connector | PA State Line | Exit 6 Mansfield.
NJ Tpk. | Exit 6 Mansfield | Exit 10 Edison.
New Mexico
US 56 | I-25 Springer | OK State Line.
US 60 | AZ State Line | I-25 Socorro.
US 62 | US 285 Carlsbad | Tx State Line.
US 64 | AZ State Line | NM 516 Farmington.
US 70 | AZ State Line | I-10 Lordsburg.
US 70 | I-10 Las Cruces | U.S. 54 Tularosa.
US 70 | US 285 Roswell | U.S. 84 Clovis.
NM 80 | AZ State Line | I-10 Road Forks.
US 84 | Tx State Line Clovis | CO State Line.
US 87 | US 56 Clayton | Tx State Line.
US 160 | Az State Line (Four Corners) | CO State Line.
US 285 | Tx State Line s. of Carlsbad | CO State Line.
US 491 | 1-40 Gallup | CO State Line.
NM 516 | U.S. 64 Farmington | U.S. 550 Aztec.
US 550 | NM 516 Aztec | CO State Line.
New York
US 15 | Presho Int | NY 17 Corning.
US 20 | NY 75 Mt. Vernon | Howard Rd. Mt. Vernon.
US 219 | NY 39 Springville | I-90 S. of Exit 55.
NY 5 | NY 174 Camillus | NY 695 Fairmont.
NY 5 | ECL Schenectady | I-87 Colonie.
NY 5 | NY 179 Woodlawn Beach | NY 75 Mt. Vernon.
NY 7 | Schenectady/Albany Co. Line | I-87 Colonie.
NY 8 | CR 9/Main St. Sauquoit | I-790 Utica.
NY 12 | I-790 Utica | Putnam Road Trenton.
NY 17 | Exit 24 Allegany | I-87 Exit 16 Harriman.
NY 17 | NJ State Line | I-87 Exit 15 Suffern.
NY 33 | Michigan Ave. Buffalo | Greater Buffalo Intl. Airport.
NY 49 | NY 365 Rome | NY 291 near Oriskany.
NY 104 | Maplewood Dr. Rochester | Monroe/Wayne Co. Line.
NY 179 | NY 5 Woodlawn Beach | I-90 Exit 56 Windom.
NY 198 | I-190 Exit N11 | NY 33 Buffalo.
NY 254 | I-87 Glens Falls | 0.3 Miles E. of US 9.
NY 365 | I-90 Exit 33 | NY 49 Rome.
NY 390 | I-390/490 Rochester | NY 18 North Greece.
NY 400 | I-90 Exit 54 | NY 16 South Wales.
NY 481 | I-81 North Syracuse | NY 3 Fulton.
NY 590 | I-490/590 Rochester | NY 104 Irondequoit.
NY 690 | I-90/690 Lakeland | NY 370 Baldwinsville.
NY 695 | NY 5 Fairmont | I-690 Solvay.
Berkshire Conn. (NY 912M) | I-87 Exit 21A S. of Albany | I-90 Exit B1.
Inner Loop (NY 940T) | I-490 W. Int. Rochester | I-490 E. Int. Rochester.
Walden Avenue (NY 952Q) | I-90 Exit 52 | NY 277 Cheektowaga.
Sheridan Boulevard (NY 895) | I-278 Bruckner Expressway | I-95 Cross Bronx Expressway.
Business Loop 81 (BL 81) | I-81 Southern Interchange, Syracuse | NY481/I-81 Northern Interchange, Cicero.
North Carolina
I-40 Conn | US 19/23/74 Clyde | I-40 W. of Clyde.
I-95 BR | I-95 S. of Fayetteville | I-95 N. of Fayetteville.
US 1 | US 74 Rockingham | I-85 near Henderson.
US 15 | US 401 Laurinburg | US 1 Aberdeen.
US 15 | US 1 Northview | US 64 Pittsboro.
US 17 | SC State Line | US 74/76 W. of Wilmington.
US 17 | SR 1409 E. of Wilmington | VA State Line.
US 19/US 23 | I-240 Asheville | N. Int. Mars Hill.
US 23 | US 441 Franklin | US 74 Dillsboro.
US 25 | SC State Line | I-26 East Flat Rock.
US 25/US 70 | US 19/23 Weaverville | US 25/70 Bypass Marshall.
US 29 | US 52 Lexington | VA State Line.
US 52 | NC 24/27 Albemarle | VA State Line.
US 64 | I-40 Morganton | US 321 Lenoir.
US 64 | US 29 Lexington | US 15 Pittsboro.
US 64 | US 1/70/401 Raleigh | US 17 Williamston.
US 70 | I-77 Statesville | I-85 Salisbury (via US 601).
US 70 | I-85 Durham | US 70A W. of Smithfield.
US 70A | US 70 W. of Smithfield | US 70 Princeton.
US 70 | US 70A Princeton | Beaufort.
US 74 | TN State Line | I-40 Conn. Clyde.
US 74 | US 221 Rutherfordton | I-85 Kings Mountain.
US 74 (See Note Below) | I-277 Charlotte | US 17 W. Int. Wilmington.
US 74 | I-26 EXIT 36 | US 74 ALT: near Forest City.
US 76 | US 17/74 W. Int. Wilmington | SR 1409 E. of Wilmington.
US 158 | I-40 Winston-Salem | US 29 Reidsville.
US 158 | I-85 Henderson | US 258 Murfreesboro.
US 220 | US 74 Rockingham | VA State Line.
US 221 | US 74 Rutherfordton | I-40 Glenwood.
US 258 | NC 24 N. Int. Richlands | US 64 Tarboro.
US 258 | US 158 Murfreesboro | VA State Line.
US 264 | US 64 Zebulon | US 17 Washington.
US 301 | I-95 Kenly | NC 4 Battleboro.
US 321 | SC State Line | I-85 Gastonia.
US 321 | I-40 Hickory | NC 18/90 Lenoir.
US 401 | SC State Line | I-40 Raleigh.
US 421 | Carolina Beach | I-95 Dunn.
US 421 | US 1 Sanford | US 64 Siler City.
US 421 | I-40 Winston-Salem | Wilkesboro.
US 521 | SC State Line | I-77 Charlotte.
US 601 | SC State Line | US 74 Monroe.
NC 4 | I-95 Gold Rock | US 301 Battleboro.
NC 11 | US 70 Kinston | US 264 Greenville.
NC 24 | US 74 Charlotte | US 52 Albemarle.
NC 24 | NC 87 Spout Springs | I-95 Fayetteville.
NC 24 | US 421 Clinton | US 70 Mansfield.
NC 49 | I-85 Charlotte | US 64 Asheboro.
NC 87 | NC 24/27 Spout Springs | US 1 Sanford.
SR 1409 | US 76 E. of Wilmington | US 17.
SR 1728 | I-40 W. of Raleigh | US 1/Wade Ave. Raleigh.
SR 1959-SR 2028 | US 70 Bethesda | I-40 S. of Durham.
Note: US 74 Charlotte—STAA-dimensioned vehicles are subject to State restrictions on US 74 in Charlotte because of narrow lane widths.
North Dakota
US 2 | MT State Line | MN State Line Grand Forks.
US 10 | I-94 W. Fargo | MN State Line.
US 12 | MT State Line Marmarth | SD State Line.
US 52 | I-94 Jamestown | Canadian Border.
US 81 | I-29 Manvel | I-29 Joliette.
US 83 | SD State Line | Canadian Border Westhope.
US 85 | SD State Line | Canadian Border Fortuna.
US 281 | SD State Line Ellendale | Canadian Border.
ND 1 | ND 11 Ludden | ND 13 S. Jct.
ND 5 | MT State Line | US 85 Fortuna.
ND 11 | US 281 Ellendale | ND 1 Ludden.
ND 13 | ND 1 S. Jct | MN State Line.
ND 32 | West Junction of ND Highway 13 | 1-94.
ND 68 | MT State Line | US 85 Alexander.
ND 200 | MT State Line | US 85 Alexander.
Ohio
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
Oklahoma
No additional routes have been federally designated; STAA-dimensioned commercial vehicles may legally operate on all Federal-aid Primary highways under State law.
Oregon
US 20 | OR 34 W. Int. Philomath | ECL Sweet Home.
US 20 | OR 126 Sisters | ID State Line Nyssa.
US 26 | US 101 Cannon Beach Junction | OR 126 Prineville.
US 30 | US 101 Astoria | I-405 Portland.
US 30 BR | OR 201 Ontario | ID State Line.
US 95 | NV State Line | ID State Line.
US 95 Spur | OR 201 | ID State Line Weiser, ID.
US 97 | CA State Line | WA State Line.
US 101 | SCL Port Orford | OR 126 Florence.
US 101 | US 20 Newport | OR 18 Otis.
US 101 | OR 6 Tillamook | WA State Line.
US 197 | I-84 The Dalles | WA State Line.
US 199 | CA State Line | OR 99 Grants Pass.
US 395 | CA State Line | US 26 John Day.
US 395 | I-84 Stanfield | US 730 near Umatilla.
US 730 | I-84 Boardman | WA State Line.
OR 6 | US 101 Tillamook | US 26 Near Banks.
OR 8 | OR 47 Forest Grove | OR 217 Beaverton.
OR 11 | I-84 Pendelton | WA State Line.
OR 18 | US 101 Otis | OR 99W Dayton.
OR 19 | OR 206 Condon | I-84 Arlington.
OR 22 | OR 18 near Willamina | US 20 Santiam Junction.
OR 31 | US 97 La Pine | US 395 Valley Falls.
OR 34 | OR 99W Corvallis | US 20 Lebanon.
OR 35 | US 26 Government Camp | I-84 Hood River.
OR 38 | US 101 Reedsport | I-5 Anlauf.
OR 39 | CA State Line | OR 140 E. of Klamath Falls.
OR 42 | US 101 Coos Bay | OR 42S Coquille.
OR 47 | OR 8 Forest Grove | US 26 N. of Banks.
OR 58 | I-5 Eugene | US 97 near Chemult.
OR 62 | Medford | OR 140 White City.
OR 78 | Burns | US 95 Burns Junction.
OR 99 | I-5 E. of Rogue River | I-5 Grants Pass.
OR 99 | I-5 Eugene | OR 99W/E Junction City.
OR 99E | OR 99/99W Junction City | I-5 Albany.
OR 99E | I-5 Salem | I-5 Portland.
OR 99W | OR 99/99E Junction City | I-5 Portland.
OR 126 | US 101 Florence | US 26 Prineville.
OR 138 | OR 38 Elkton | I-5 near Sutherlin.
OR 140 | OR 62 White City | OR 39 E. of Klamath Falls.
OR 201 | US 26 Cairo | US 95 Spur near Weiser, ID.
OR 207 | US 730 Cold Springs Jct | OR 74 S. Int. Heppner.
OR 212 | OR 224 E. Int. near Rock Ck. Corner | US 26 near Boring.
OR 214 | I-5 Woodburn | OR 213 Silverton.
OR 217 | US 26 Beaverton | I-5 Tigard.
OR 223 | Kings Valley Hwy. in Dallas | OR 99W Rickreall.
OR 224 | OR 99E Milwaukie | OR 212 E. Int. near Rock Ck. Corner
Pennsylvania
US 1 | US 13 Morrisville | NJ State Line.
US 6 | Conneaut Lake Borough | End of 4-lane Bypass NE. of Meadville.
US 11 | Turnpike Int. 16 | US 15 Harrisburg.
US 13 | US 1 Morrisville | Turnpike Int. 29.
US 15 | Turnpike Int. 17 | US 11 Harrisburg Expwy.
US 15 | PA 642 West Milton | White Deer Int.
US 15 | I-180/US 220 Williamsport | End of lim. acc. Williamsport.
US 20 | PA 89 North East | I-90 Int. 12.
US 22 | WV State Line | I-79 Int. 15 Carnegie.
US 22 | I-78 Fogelsville | NJ State Line.
US 30 | End of lim. acc. W. of Greensburg | End of lim. acc. E. of Greensburg.
US 30 | PA 462 W. of York | PA 462 E. of Lancaster.
US 119 | End of lim. acc. S. of Uniontown | US 30 Greensburg.
US 202 | DE State Line | I-76 Int. 26 King of Prussia.
US 209 | PA 33 Snydersville | I-80 Stroudsburg.
US 219 | PA 601 N. of Somerset | US 422 W. Int.
US 219 | South Bradford Int | NY State Line.
US 220 | Turnpike Int. 11 | King.
US 220 | End of lim. acc. Linden | I-180/US 15 Williamsport.
US 220 | PA 199 S. of Athens | NY State Line NY 17.
US 222 | US 422 N. Int. Reading | PA 61 S. of Tuckerton.
US 222 | US 30 Lancaster | Turnpike Int. 21.
US 322 | NJ State Line (Comm. Barry Br.) | I-95 Chester.
US 322 | I-83/283 | US 422/PA 39 Hershey.
US 422 | US 322/PA 39 Hershey | Hockersville Rd. Hershey.
US 422 | US 422 Bus. Reiffton | US 422 Bus. Wyomissing.
PA 3 | US 202 | Garrett Rd. Upper Darby.
PA 9 | Turnpike Int. 25 | I-81 Int. 58 N. of Scranton.
PA 28 | PA 8 | Creighton.
PA 33 | US 22 Easton | I-80.
PA 42 | I-80 Int. 34 | US 11 Bloomsburg.
PA 51 | US 119 Uniontown | Monongahela Riv. Elizabeth.
PA 54 | I-80 Int. 33 | US 11 Danville.
PA 60 | PA 51 Beaver Falls | US 22.
PA 60-US 422 | I-80 Int. 1 | 1 Mile E. of PA 65 New Castle.
PA 61 | US 222 S. of Tuckerton | I-78 Int. 9.
PA 93 | I-81 Int. 41 | PA 924 Hazelton.
PA 114 | US 11 Hogestown | I-81 Int. 18.
PA 132 | I-95 Cornwells Heights | Turnpike Int. 28 (via US 1 Connection).
PA 283 | I-283 Int. 2 | US 30 Lancaster.
PA 924 | I-81 Int. 40 | PA 93 Hazelton.
Airport Access (SR 3032) | PA 283 | Harrisburg International Airport.
Harrisburg Exp. (Sr 2022) | US 11/15 | I-83 Int. 20.
Reading Outer Loop (SR 3055) | PA 183 Leinbachs | US 222.
Puerto Rico
PR 1 | PR 2 Ponce | PR 52 Ponce.
PR 2 | PR 22 San Juan | PR 1 Ponce.
PR 3 | N. Ent. Roosevelt Roads Naval Sta. | PR 26 Carolina.
PR 18 | PR 52 San Juan | PR 22 San Juan.
PR 22 | PR 26 San Juan | PR 165 Toa Baja.
PR 26 | PR 22 San Juan | PR 3 Carolina.
PR 30 | PR 52 Caguas | PR 3 Humacao.
PR 52 | PR 1 Ponce | PR 18 San Juan.
PR 165 | PR 22 Toa Baja | PR 2 Toa Baja.
Note: Routes added to the Interstate System under 23 U.S.C. 139(c) are included only to the extent designated above.
Rhode Island
RI 10 | RI 195 Providence | I-95 Cranston.
RI 37 | I-295 Cranston | I-95 near Lincoln Park.
RI 146 | I-95 Providence | I-295 N. of Lime Rock.
RI 195 | I-295 Johnston | RI 10 Providence.
South Carolina
US 15/401 | NC State Line | US 52 Society Hill.
US 17 | I-95 Pocotaligo | US 21 Gardens Corner.
US 17 | I-26 Charleston | NC State Line.
US 21 | US 17 Gardens Corner | SC 170 Beaufort.
US 25 | NC State Line | US 78 North Augusta (via Greenwood Bypass).
US 52 | US 15/401 Society Hill | End of 4-ln. div. N. of urban limits of Kingstree.
US 52 | US 17 A1t. S. Int. Moncks Corner | I-26 Exit 208 N. Charleston connector.
US 76 | US 52 Florence | SC 576 Marion.
US 76 | SC 277 Columbia | I-126 Columbia.
US 78 | GA State Line | I-95 St. George.
US 78 | I-26 Exit 205 N. Charleston | US 52 N. Charleston.
US 123 | Bibb St. Westminister | US 25 Greenville.
US 21/178 Bypass | US 601 Orangeburg | Orangeburg.
US276 | I-385 Simpsonville | I-85 Greenville.
US 301 | US 321 Ulmer | I-95 Santee.
US 321 | I-26 S. of Columbia | I-95 Hardeeville.
US 378 | SC 262 Columbia | US 501 Conway.
US 501 | SC 576 Marion | US 17 Myrtle Beach.
US 601 | NC State Line | SC 151 Pageland.
US 601 | I-26 Jamison | US 21/178 Bypass Orangeburg.
SC 72 | US 25 Byp. Greenwood | I-77 Exit 61 (via SC 72 Byp.-US 21 BR-US 21 Rock Hill).
SC 121 | SC 72 Whitmire | US 25 Trenton.
SC 151 | US 601 Pageland | US 52 Darlington.
SC 2 77 | I-77 Columbia | US 76 Columbia.
SC 576 | US 76 Marion | US 501 Marion.
South Dakota
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
Tennessee
US 25E | I-81 | VA State Line Cumberland Gap.
US 27 | End of I-124 Chattanooga | US 127 Chattanooga.
US 27 | TN 153 Chattanooga | KY State Line Winfield.
US 43 | AL State Line St. Joseph | US 64 Lawrenceburg.
US 45 | MS State Line | US 45 Bypass S. Int. Jackson.
US 45 Bypass-US 45W | US 45 S. Int. Jackson | US 51 Union City.
US 51 | TN 300 Memphis | KY State Line Jackson Purchase Pkwy.
US 64 | I-40 E. Int. Memphis | I-24 Monteagle.
US 70 Alt | US 79 Atwood | TN 22 Huntingdon.
US 70 | TN 22 Huntingdon | TN 96 Dickson.
US 70 | TN 155 Nashville | US 127 Crossville.
US 70S | TN 102 Smyrna | US 70/TN 111 Sparta.
US 72 | AL State Line | I-24 Kimball.
US 74 | I-75 Cleveland | NC State Line IsabelIa.
US 79 | I-40 Memphis | KY State Line US 41 Guthrie.
US 127 | US 27 Chattanooga | TN 27 W. Int.
US 127 | TN 28 Dunlap | KY State Line Static.
US 231 | AL State Line S. of Fayetteville | KY State Line N. of Westmoreland.
US 412 | I-40 Jackson | US 51 Dyersburg.
US 641 | I-40 near Natchez Trace State Park | KY State Line N. of Paris.
TN 96 | US 70 Dickson | I-40 E. of Dickson.
TN 153 | I-75 Chattanooga | US 27 Chattanooga.
TN 155 | I-40 Nashville | I-65 N. of Nashville.
TN 300 | I-40 Memphis | US 51 Memphis.
Texas
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
Utah
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
Vermont
US 4 | NY State Line | ECL Rutland.
US 7 | End of 4-lane divided hwy. Wallingford | US 4 N. Int. Rutland.
VT 9 | I-91 Int. 3 N. of Brattleboro | NH State Line.
Virginia
US 11 | I-81 Exit 195 | 0.16 Mi. N. of VA 645 Rockbridge Co.
US 11 | VA 220 Alt. N. Int | 2.15 Mi. S. of VA 220 Alt. N. Int. Cloverdale.
US 11 | VA 100 Dublin | VA 643 S. of Dublin.
US 11 | 1.52 Mi. N. of VA 75 | US 19 N. Int. Abington.
US 13 | MD State Line | I-64 Exit 282 Norfolk.
US 17 | US 29 Opal | VA 2/US 17 BR New Post.
US 17 | VA 134 York County | I-64 Exit 258 Newport News.
US 17 | BR/SCL Fredericksburg | US 17 New Post VA 2.
US 19 | I-81 Exit 14 (via VA 140) Abington | US 460 N. Int./VA 720 Bluefield.
US 23 | TN State Line | US 58 Alt. Big Stone Gap.
US 23 | 0.33 Mi. N. of US 23 BR Norton | KY State Line.
US 25E | TN State Line | KY State Line.
US 29 | NC State Line | I-66 Exit 43 Gainesville.
US 33 | N. Carlton Street Harrisonburg | US 340 Elkton.
US 33 | I-295 Exit 49 | 0.96 Mi. W. of I-295 Hanover County.
US 50 | VA 259 Gore | VA 37 Frederick County.
US 50 | Apple Blossom Loop Road Winchester | I-81 Exit 313 Winchester.
US 58 | VA 721 W. of Martinsville | US 220 BR N. Int. Martinsville.
US 58 | S. Fairy Street Martinsville | WCL Emporia.
US 58 | 0.6 Mi. E. of ECL Emporia | VA 35 S. Int. Courtland.
US 58 | US 58 BR E. of Courtland | US 13/I-264 Bowers Hill.
US 58 Alt | US 23 Norton | US 19 Hansonville.
US 58 Alt | 0.4 Mi. W. of US 11 | I-81 Exit 17 Abington.
US 58 BR | VA 35 Courtland | US 58 E. of Courtland.
US 58 | W. Int. VA 337 Claremont St. Norfolk | US 460/St. Paul's Blvd. Norfolk.
US 60 | 0.03 Mi. West of VA 887 Chesterfield County | US 522 Powhatan.
US 220 | NC State Line | I-581 Roanoke.
US 220 | I-81 Exit 150 | SCL Fincastle.
US 220 BR | US 220 S. Int. | 0.16 Mi. N. of VA 825 S. of Martinsville.
US 220 BR | US 58 N. Int. Martinsville | US 220 N. Int. Bassett Forks.
US 250 | US 340 E. Int. Waynesboro | VA 254 Waynesboro.
US 250 | I-81 Exit 222 | VA 261 Statler Blvd. Staunton.
US 258 | NC State Line | US 58 Franklin.
US 258 | VA 10 Benns Church | VA 143 Jefferson Ave. Newport News.
US 301 | VA 1250 S. of I-295 | I-295 Exit 41 Hanover County.
US 301 | US 301 BR N. Int. Bowling Green | MD State Line.
US 340/522 | I-66 Exit 6 Front Royal | 2.85 Mi. N. of I-66.
US 340 | VA 7 Berryville | WV State Line.
US 360 | US 58 South Boston | VA 150 Chesterfield County.
US 360 | I-64 Exit 192 Richmond | VA 617 Village.
US 460 | VA 67 W. Int. Raven | US 19 Claypool Hill.
US 460 | VA 720 Bluefield | WV State Line at Bluefield.
US 460 | WV State Line at Glen Lyn | I-81 Exit 118 Christiansburg.
US 460 | I-581 Roanoke | 0.08 Mi. E. of VA 1512 Lynchburg.
US 460 | US 29 Lynchburg | 1 Mi. W. of VA 24 Appomattox County.
US 460 | 0.64 Mi. E. of VA 707 Appomattox County | I-85 Exit 61 Petersburg.
US 460 | I-95 Exit 50 Petersburg | US 58 Suffolk.
US 501 | VA 360 S. Int. Halifax | US 58 South Boston.
US 522 | 0.6 Mi. S. of US 50 | US 50 Frederick County.
US 522 | VA 37 Frederick County | 1.07 Mi. N. of VA 705 Cross Junction.
VA 3 | US 1 Fredericksburg | VA 20 Wilderness.
VA 7 | I-81 Exit 315 Winchester | 0.68 Mi. W. of WCL Round Hill.
VA 10 | US 58 Suffolk | VA 666 Smithfield.
VA 10 | ECL Hopewell | 0.37 Mi. W. of W. Int. VA 156 Hopewell.
VA 10 | US 1 Chesterfield County | VA 827 W. of Hopewell.
VA 20 | I-64 Exit 121 | Carlton Rd. Charlottesville.
VA 30 | I-95 Exit 98 Doswell | US 1.
VA 33 | I-64 Exit 220 | VA 30 E. Int. West Point.
VA 36 | I-95 Exit 52 Petersburg | VA 156 Hopewell.
VA 37 | I-81 Exit 310 S. of Winchester | I-81 Exit 317 (via US 11) N. of Winchester.
VA 42 | VA 257 S. Int. Bridgewater | VA 290 Dayton.
VA 57 | VA 753 Bassett | US 220 Bassett Forks.
VA 86 | US 29 Danville | NC State Line.
VA 100 | I-81 Exit 98 | US 11 Dublin.
VA 105 | US 60 Newport News | I-64 Exit 250.
VA 114 | US 460 Christians- burg | 0.09 Mi. E. of VA 750 Montgomery County.
VA 156 | VA 10 W. Int. Hopewell | VA 36 Hopewell.
VA 199 | US 60 Williamsburg | I-64 Exit 242.
VA 207 | I-95 Exit 104 | 0.2 Mi. S. of VA 619 Milford.
VA 220 Alt | US 11 N. Int. N. of Cloverdale | I-81 Exit 150/US 220.
VA 277 | I-81 Exit 307 Stephens City | 1.6 MI. E. of I-81 Exit 307.
VA 419 | I-81 Exit 141 Salem | Midland Ave. Salem.
VA 624 | I-64 Exit 96 | Old SCL Waynesboro.
Commonwealth Blvd. in Martins- ville | Market Street | N. Fairy Street.
Note 1: I-66 Washington, DC, area—There is a 24-hour total truck ban on I-66 from I-495 Capital Beltway to the District of Columbia. (Excepted under 23 CFR 658.11(f)).
Note 2: I-264 Norfolk—Truck widths are limited to 96 inches for the westbound tube of the Elizabeth River Downtown Tunnel from Norfolk to Portsmouth because of clearance deficiencies.
Washington
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
West Virginia
US 19 | I-77 Bradley | I-79 Gassaway.
US 35 | WV 34 Winfield | OH State Line.
US 48 | I-79 Morgantown | MD State Line.
US 50 | I-77 Parkersburg | I-79 Clarksburg.
US 460 | VA State Line Bluefield | VA State Line Kelleysville.
WV 34 | I-64 Putnam Co | US 35 Winfield.
Wisconsin
US 2 | I-535/US 53 Superior | MI State Line Hurley.
US 2 | MI State Line W. of Florence | MI State Line E. of Florence.
US 8 | US 63 Turtle Lake | MI State Line Norway MI.
US 10 | US 53 Osseo | I-43 Manitowoc.
US 12 | I-94/CH “EE” W. of Eau Claire | US 53 Eau Claire.
US 12 | I-90/94 Lake Delton | End of 4-lane S. of W. Baraboo.
US 12 | WI 67 S. Jct. Elkhorn | IL State Line Genoa City.
US 14 | US 51 N. of Janesville | I-90 Janesville.
US 14 | WI 11/89 N. of Darien | I-43 Darien.
US 18 | IA State Line Prairie Du Chien | I-90 Madison.
US 41 | National Ave. Milwaukee | Garfield Ave. Milwaukee.
US 41 | 107th St. Milwaukee | MI State Line Marinette.
US 45 | IL State Line Bristol | WI 28 Kewaskum.
US 45 | WI 29 Wittenberg | MI State Line Land O'Lakes.
US 51 | SCL Janesville | US 14 Janesville.
US 51 | WI 78 N. of Portage | US 2 Hurley.
US 53 | US 14/61 La Crosse | US 10 Osseo.
US 53 | I-94 Eau Claire | I-535/US 2 Superior.
US 61 | IA State Line Dubugue IA | MN State Line La Crosse (via WI 129 Lancaster Byp.).
US 63 | MN State Line Red Wing MN | US 2 W. of Ashland.
US 141 | US 41 Abrams | US 8 Pembine.
US 151 | IA State Line Dubugue IA | US 18 E. of Dodgeville.
US 151 | I-90/94 Madison | US 41 Fond Du Lac.
WI 11 | IA State Line Dubuque IA | US 51 Janesville.
WI 11 | I-90 Janesville | US 14/WI 89 N. of Darien.
WI 11 | I-43 Elkhorn | WI 31 Racine.
WI 13 | WI 21 Friendship | US 2 Ashland.
WI 16 | WI 78 Portage | I-94 Waukesha.
WI 17 | US 8 Rhinelander | US 45 Eagle River.
WI 20 | I-94 Racine | WI 31 Racine.
WI 21 | WI 27 Sparta | US 41 Oshkosh.
WI 23 | WI 32 N. of Sheboygan Falls | Taylor Dr. Sheboygan.
WI 26 | I-94 Johnson Creek | WI 16 Watertown.
WI 26 | US 151 Waupun | US 41 SW. of Oshkosh.
WI 27 | US 14/61 Westby | US 10 Fairchild.
WI 28 | US 41 Theresa | US 45 Kewaskum.
WI 29 | I-94 Elk Mound | US 53 Chippewa Falls.
WI 29 | WI 124 S. of Chippewa Falls | US 41 Green Bay.
WI 30 | US 151 Madison | I-90/94 Madison.
WI 31 | WI 11 Racine | WI 20 Racine.
WI 32 | WI 29 W. of Green Bay | Gillett.
WI 34 | WI 13 Wisconsin Rapids | US 51 Knowlton.
WI 42 | I-43 Manitowoc | WI 57 SW. of Sturgeon Bay.
WI 47 | US 10 Appleton | WI 29 Bonduel.
WI 50 | I-94 Kenosha | 45th Ave. Kenosha.
WI 54 | WI 13 Wisconsin Rapids | US 51 Plover.
WI 57 | I-43 Green Bay | Sturgeon Bay.
WI 69 | WI 11 Monroe | CH “PB” Paoli.
WI 73 | US 51 Plainfield | WI 54 Wisconsin Rapids.
WI 78 | I-90/94 S. of Portage | US 51 N. of portage.
WI 80 | WI 21 Necedah | WI 13 Pittsville.
WI 119 | I-94 Milwaukee | WI 38 Milwaukee.
WI 124 | US 53 N. of Eau Claire | WI 29 S. of Chippewa Falls.
WI 139 | US 8 Cavour, Forest Co | Long Lake.
WI 145 | Broadway Milwaukee | US 41/45 Milwaukee.
WI 172 | US 41 Ashwaubenon | CH “x” S. of Green Bay.
CH “PB” | WI 69 Paoli | US 18/151 E. of Verona.
Wyoming
No additional routes have been federally designated; under State law STAA-dimensioned commercial vehicles may legally operate on all highways which, prior to June 1, 1991, were designated as Federal-aid primary highways.
Note: Information on additional highways on which STAA-dimensioned vehicles may legally operate may be obtained from the respective State highway agencies.
[55 FR 17953, Apr. 30, 1990; 55 FR 19145, May 8, 1990, as amended at 59 FR 30421, June 13, 1994; 59 FR 36053, July 15, 1994; 60 FR 15214, Mar. 22, 1995; 60 FR 16571, Mar. 31, 1995; 62 FR 30758, June 5, 1997; 63 FR 70653, Dec. 22, 1998; 63 FR 71748, Dec. 30, 1998; 72 FR 7748, Feb. 20, 2007; 83 FR 30335, June 28, 2018; 91 FR 57791, Sept. 11, 2026]
Appendix B to Part 658 Grandfathered Semitrailer Lengths
State | Feet and inches
Alabama | 53-6
Alaska | 48-0
Arizona | 57-6
Arkansas | 53-6
California | 1 48-0
Colorado | 57-4
Connecticut | 48-0
Delaware | 53-0
District of Columbia | 48-0
Florida | 48-0
Georgia | 48-0
Hawaii | 48-0
Idaho | 48-0
Illinois | 53-0
Indiana | 2 48-6
Iowa | 53-0
Kansas | 57-6
Kentucky | 53-0
Louisiana | 59-6
Maine | 48-0
Maryland | 48-0
Massachusetts | 48-0
Michigan | 48-0
Minnesota | 48-0
Mississippi | 53-0
Missouri | 53-0
Montana | 53-0
Nebraska | 53-0
Nevada | 53-0
New Hampshire | 48-0
New Jersey | 48-0
New Mexico | 57-6
New York | 48-0
North Carolina | 48-0
North Dakota | 53-0
Ohio | 53-0
Oklahoma | 59-6
Oregon | 53-0
Pennsylvania | 53-0
Puerto Rico | 48-0
Rhode Island | 48-6
South Carolina | 48-0
South Dakota | 53-0
Tennessee | 50-0
Texas | 59-0
Utah | 48-0
Vermont | 48-0
Virginia | 48-0
Washington | 48-0
West Virginia | 48-0
Wisconsin | 3 48-0
Wyoming | 57-4
1 Semitrailers up to 53 feet may also operate without a permit by conforming to a kingpin-to-rearmost axle distance of 38 feet. Semitrailers that are consistent with 23 CFR 658.13(g) may operate without a permit provided the distance from the kingpin to the center of the rear axle is 46 feet or less.
2 Semitrailers up to 53 feet in length may operate without a permit by conforming to a kingpin-to-rearmost axle distance of 40 feet 6 inches. Semitrailers that are consistent with 23 CFR 658.13(g) may operate without a permit provided the distance from the kingpin to the center of the rear axle is 46 feet or less.
3 Semitrailers up to 53 feet in length may operate without a permit by conforming to a kingpin-to-rear axle distance of 41 feet, measured to the center of the rear tandem assembly. Semitrailers that are consistent with 23 CFR 658.13(g) may operate without a permit provided the distance from the kingpin to the center of the rear axle is 46 feet or less.
[53 FR 2599, Jan. 29, 1988, as amended at 54 FR 1931, Jan. 18, 1989; 62 FR 10181, Mar. 5, 1997; 72 FR 7749, Feb. 20, 2007]
Appendix C to Part 658 Trucks Over 80,000 Pounds on the Interstate System and Trucks Over STAA Lengths on the National Network
This appendix contains the weight and size provisions that were in effect on or before June 1, 1991 (July 6, 1991 for Alaska), for vehicles covered by 23 U.S.C. 127(d) (LCV's) and 49 U.S.C. app. 2311(j) (commercial motor vehicles (CMV's) with 2 or more cargo-carrying units). Weights and dimensions are “frozen” at the values shown here, which were in effect on June 1, 1991 (Alaska, July 6, 1991). All vehicles are listed by configuration type.
Trucks Over 80,000 Pounds on the Interstate System
In the State-by-State descriptions, CMV combinations which can also be LCV's are identified with the letters “LCV” following the type of combination vehicle. The maximum allowable gross vehicle weight is given in this appendix (in thousands of pounds indicated by a “K”), as well as information summarizing the operational conditions, routes, and legal citations. The term “Interstate System” as used herein refers to the Dwight D. Eisenhower System of Interstate and Defense Highways.
Trucks Over STAA Lengths on the National Network
Listed for each State by combination type is either:
1. The maximum cargo-carrying length (shown in feet); or
2. A notation that such vehicle is not allowed (indicated by a “NO”).
CMV's are categorized as follows:
1. A CMV combination consisting of a truck tractor and two trailing units.
2. A CMV combination consisting of a truck tractor and three trailing units.
3. CMV combinations with two or more cargo-carrying units not included in descriptions 1 or 2.
In the following table the left number is the maximum cargo-carrying length measured in feet from the front of the first cargo unit to the rear of the last cargo unit. This distance is not to include length exclusive devices which have been approved by the Secretary or by any State. Devices excluded from length determination shall only include items whose function is related to the safe and efficient operation of the semitrailer or trailer. No device excluded from length determination shall be designed or used for carrying cargo. The right number is the maximum gross weight in thousands of pounds that the type of vehicle can carry when operating as an LCV on the Interstate System. For every State where there is a length or weight number in the table that follows, additional information is provided.
Vehicle Combinations Subject to Pub. L. 102-240
State | 1 Truck tractor and 2 trailing units | 2 Truck tractor and 3 trailing units | 3 Other
Alabama | NO | NO | NO
Alaska | 95′ | 110′ | 83′
Arizona | 95′ 129K | 95′ 129K | (1)
Arkansas | NO | NO | NO
California | NO | NO | NO
Colorado | 111′ 110K | 115.5′ 110K | 78′
Connecticut | NO | NO | NO
Delaware | NO | NO | NO
Dist. of Columbia | NO | NO | NO
Florida | 106′ (2) | NO | NO
Georgia | NO | NO | NO
Hawaii | 65′ (2) | NO | NO
Idaho | 95′ 105.5K | 95′ 105.5K | (1)
Illinois | NO | NO | NO
Indiana | 106′ 127.4K | 104.5′ 127.4K | 58′
Iowa | 100′ 129K | 100′ 129K | 78′
Kansas | 109′ 120K | 109′ 120K | NO
Kentucky | NO | NO | NO
Louisiana | NO | NO | NO
Maine | NO | NO | NO
Maryland | NO | NO | NO
Massachusetts | 104′ 127.4K | NO | NO
Michigan | 58′ 164K | No | 63′
Minnesota | NO | NO | NO
Mississippi | 65′ (2) | NO | NO
Missouri | 110′ 120K(4) | 109′ 120K | NO
Montana | 93′ 137.8K | 100′ 131.06K | (1)
Nebraska | 95′ 95K | 95′ (2) | 68′
Nevada | 95′ 129K | 95′ 129K | 98′
New Hampshire | NO | NO | NO
New Jersey | NO | NO | NO
New Mexico | 86.4K(3) | NO | NO
New York | 102′ 143K | NO | NO
North Carolina | NO | NO | NO
North Dakota | 103′ 105.5K | 100′ 105.5K | 103′
Ohio | 102′ 127.4K | 95′ 115K | NO
Oklahoma | 110′ 90K | 95′ 90K | NO
Oregon | 68′ 105.5K | 96′ 105.5K | 70′ 5′′
Pennsylvania | NO | NO | NO
Puerto Rico | NO | NO | NO
Rhode Island | NO | NO | NO
South Carolina | NO | NO | NO
South Dakota | 100′ 129K | 100′ 129K | (1)
Tennessee | NO | NO | NO
Texas | NO | NO | NO
Utah | 95′ 129K | 95′ 129K | (1)
Vermont | NO | NO | NO
Virginia | NO | NO | NO
Washington | 68′ 105.5K | NO | 68′
West Virginia | NO | NO | NO
Wisconsin | NO | NO | NO
Wyoming | 81′ 117K | NO | (1)
(1)—State submission includes multiple vehicles in this category—see individual State listings.
(2)—No maximum weight is established as this vehicle combination is not considered an “LCV” per the ISTEA definition. Florida's combination is not allowed to operate on the Interstate System, and the combinations for Hawaii, Mississippi, and Nebraska are not allowed to exceed 80,000 pounds.
(3)—No maximum cargo-carrying length is established for this combination. Because State law limits each trailing unit to not more than 28.5 feet in length, this combination is allowed to operate on all NN routes under the authority of the STAA of 1982, regardless of actual cargo-carrying length. The maximum weight listed is New Mexico's maximum allowable gross weight on the Interstate System under the grandfather authority of 23 U.S.C. 127.
(4)—These dimensions do not apply to the same combinations. The 110-foot length is limited to vehicles entering from Oklahoma, also limited to 90K gross weight. The 120K gross weight is limited to vehicles entering from Kansas, also limited to a cargo carrying length of 109 feet.
The following abbreviation convention is used throughout the narrative State-by-State descriptions for the captions OPERATIONAL CONDITIONS, ROUTES, and LEGAL CITATIONS: two letter State abbreviation, dash, “TT” for truck tractor, and 2 or 3 for two or three trailing units. For example, the phrase “Arizona truck tractor and 2 trailing units”, would be noted as “AZ-TT2”; the phrase “Indiana truck tractor and 3 trailing units” would be noted as “IN-TT3”, etc.
STATE: ALASKA
COMBINATION: Truck tractor and 2 trailing units
LENGTH OF THE CARGO-CARRYING UNITS: 95 feet
OPERATIONAL CONDITIONS:
WEIGHT: The combination must be in compliance with State laws and regulations. There are no highways in the State subject to Interstate System weight limits. Therefore, the ISTEA freeze as it applies to maximum weight is not applicable.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: Combinations with an overall length greater than 75 feet, measured bumper to bumper, must display an “OVERSIZE## warning sign on the front and rear. In combinations where one cargo-carrying unit is more than 5,000 pounds heavier than the other, the heavier unit shall be placed immediately behind the power unit. Weather restrictions are imposed when hazardous conditions exist, as determined by the Alaska Department of Transportation and Public Facilities (DOT&PF) and the Alaska Department of Public Safety, Division of State Troopers. Time of day travel is not restricted.
PERMIT: None required.
ACCESS: Alaska allows reasonable access not to exceed 5 miles to reach or return from terminals and facilities for food, fuel, or rest. The most direct route must be used. The Commissioner of the Alaska DOT&PF may allow access to specific routes if it can be shown that travel frequency, necessity, and route accommodation are required.
Routes
From | To
AK-1 | Anchorage (Potter Weigh Station) | Palmer (Palmer-Wasilla Highway Junction).
AK-2 | Fairbanks (Gaffney Road Junction) | Delta Junction (MP 1412 Alaska Highway).
AK-3 | Jct. AK-1 | Fairbanks (Gaffney Road Junction).
LEGAL CITATIONS:
17 AAC 25, and 35; the Administrative Permit Manual.
STATE: ALASKA
COMBINATION: Truck tractor and 3 trailing units
LENGTH OF THE CARGO-CARRYING UNITS: 110 feet
OPERATIONAL CONDITIONS:
WEIGHT and ACCESS: Same as the AK-TT2 combination.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement. Drivers of this combination must have 10 years of experience in Alaska and certified training in operation of these combinations.
VEHICLE: Individual trailer length in a three trailing unit combination shall not exceed 28.5 feet. Engine horsepower rating shall not be less than 400 horsepower.
These combinations are allowed to operate only between May 1 and September 30 of each year. Weather restrictions are imposed when hazardous conditions exist, as determined by the Alaska DOT&PF and the Department of Public Safety, Division of State Troopers. No movement is permitted if visibility is less than 1,000 feet.
PERMIT: Permits are required with specified durations of not less than 3 months or more than 18 months. There is a fee.
Routes
From | To
AK-1 | Anchorage (Potter Weigh Station) | Jct. AK-3.
AK-3 | Jct. AK-1 | Fairbanks (Gaffney Road Junction)
LEGAL CITATIONS: Same as the AK-TT2 combination.
STATE: ALASKA
COMBINATION: Truck-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 83 feet
OPERATIONAL CONDITIONS:
WEIGHT, DRIVER, PERMIT, and ACCESS: Same as the AK-TT2 combination.
VEHICLE: Same as the AK-TT2 combination, except that overall combination length may not exceed 90 feet.
ROUTES: Same as the AK-TT2 combination.
LEGAL CITATIONS: Same as the AK-TT2 combination.
STATE: ARIZONA
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 95 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 129,000 pounds
OPERATIONAL CONDITIONS:
WEIGHT: Single-axle maximum weight limit is 20,000 pounds, tandem-axle maximum weight limit is 34,000 pounds, and the gross vehicle weight limit is 129,000 pounds, subject to the Federal Bridge Formula.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement. Drivers must comply with the Federal Motor Carrier Safety Regulations of the U.S. Department of Transportation and Title 28, Arizona Revised Statutes.
VEHICLE: This vehicle must be able to operate at speeds compatible with other traffic on level roads and maintain 20 miles per hour speed on grades where operated. A heavy-duty fifth wheel is required. The kingpin must be a solid type, not a screw-out or folding type. All hitch connectors must be of a no-slack type, preferably an air-actuated ram. Axles must be those designed for the width of the body. All braking systems must comply with State and Federal requirements. A brake force limiting valve, sometimes called a “slippery road” valve, may be provided on the steering axle. Mud flaps or splash guards are required. When traveling on a smooth, paved surface, trailers must follow in the path of the towing vehicle without shifting or swerving more than 3 inches to either side when the towing vehicle is moving in a straight line.
PERMITS: Permits are required. Fees are charged. This vehicle is allowed continuous travel, however, the State may restrict or prohibit operations during periods when traffic, weather, or other safety considerations make such operations unsafe or inadvisable. All multiple-trailer combinations shall be driven in the right-hand traffic lane.
Access: Access is allowed for 20 miles from I-15 Exits 8 and 27 or 20 miles from other authorized routes.
Routes
From | To
I-15 | Nevada | Utah
US 89 | 20 miles south of Utah | Utah
US 160 | US 163 | New Mexico
US 163 | US 160 | Utah
LEGAL CITATIONS
ARS 28-107 | ARS 28-1009 | ARS 28-1011.O
ARS 28-108.5 | ARS 28-1009.01 | ARS 28-1012
ARS 28-108.13 | ARS 28-1011.A | ARS 28-1013
ARS 28-108.14 | ARS 28-1011.C | ARS 28-1014
ARS 28-403 | ARS 28-1011.F | ARS 28-1031
ARS 28-405 | ARS 28-1011.K | ARS 28-1051
ARS 28-1001 | ARS 28-1011.L | ARS 28-1052
ARS 28-1004.G | ARS 28-1011.M | R17-40-426
ARS 28-1008
STATE: ARIZONA
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 95 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 123,000 pounds (129,000 pounds on I-15).
OPERATIONAL CONDITIONS:
VEHICLE, and ACCESS: Same as the AZ-TT2 combination.
Weight: Single-axle maximum weight limit is 20,000 pounds, tandem-axle maximum weight limit is 34,000 pounds, and the gross vehicle weight is 123,500 pounds (129,000 on I-15), subject to the Federal Bridge Formula.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement. Drivers must comply with the Federal Motor Carrier Safety Regulations of the U.S. Department of Transportation and Title 28, Arizona Revised Statutes. Drivers must be trained by an experienced driver of a three trailing unit combination. Training should be through special instructions or by traveling with the new driver until such time as the new driver is deemed adequately qualified by the trainer on the use and operation of these combinations.
PERMIT: Permits are required. Fees are charged. This vehicle is allowed continuous travel, however, the State may restrict or prohibit operations during periods when traffic, weather, or other safety considerations make such operations unsafe or inadvisable. These combinations shall not be dispatched during adverse weather conditions. All multiple-trailer combinations shall be driven in the right-hand traffic lane.
ROUTES: Same as the AZ-TT2 combination.
LEGAL CITATIONS: Same as the AZ-TT2 combination.
STATE: ARIZONA
COMBINATION: Truck-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 69 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, VEHICLE, PERMIT, and ACCESS: Same as the AZ-TT2 combination.
ROUTES: Same as the AZ-TT2 combination.
LEGAL CITATIONS: Same as the AZ-TT2 combination.
STATE: ARIZONA
COMBINATION: Truck-semitrailer-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 98 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, VEHICLE, PERMIT, and ACCESS: Same as the AZ-TT2 combination.
ROUTES: Same as the AZ-TT2 combination.
LEGAL CITATIONS: Same as the AZ-TT2 combination.
STATE: COLORADO
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 111 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 110,000 pounds
OPERATIONAL CONDITIONS:
WEIGHT: The maximum gross weight is 110,000 pounds, subject to the formula W = 800(L + 40) where “W” equals the gross weight in pounds and “L” equals the length in feet between the centers of the first and last axles, or the gross weight determined by the Federal Bridge Formula, whichever is least. A single axle shall not exceed 20,000 pounds and a tandem axle shall not exceed 36,000 pounds.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement. The driver cannot have had any suspension of driving privileges in any State during the past 3 years where such suspension arose out of the operation of a motor vehicle used as a contract or common carrier of persons or property.
The driver must be certified by the motor carrier permit holder's safety office. The certification shall demonstrate that the driver has complied with all written requirements, and that the driver has successfully completed a company-approved road test for each type of combination vehicle operated.
VEHICLE: Vehicles shall not have fewer than six axles or more than nine axles. They shall be configured such that the shorter trailer shall be operated as the rear trailer, and the trailer with the heavier gross weight shall be operated as the front trailer. In the event that the shorter trailer is also the heavier, the load must be adjusted so that the front trailer is the longer and heavier of the two.
Vehicles shall have adequate power to maintain a minimum speed of 20 miles per hour on any grade over which the combination operates and can resume a speed of 20 miles per hour after stopping on any such grade.
Tires must conform to the standards in the Department of Public Safety's (DPS) Rules and Regulations Concerning Minimum Standards for the Operation of Commercial Motor Vehicles, at 8 CCR 1507-1 and C.R.S. 42-4-225 and 42-2-406.
Vehicles are required to have a heavy-duty fifth wheel and equal strength pick-up plates that meet the standards in the DPS Commercial Vehicle Rules. This equipment must be properly lubricated and located in a position that provides stability during normal operation, including braking. The trailers shall follow in the path of the towing vehicle without shifting or swerving more than 3 inches to either side when the towing vehicle is moving in a straight line.
Kingpins must be of a solid type and permanently fastened. Screw-out or folding type kingpins are prohibited.
Hitch connections must be of a no-slack type, preferably air-actuated ram.
Drawbar lengths shall be adequate to provide for the clearances required between the towing vehicle and the trailer(s) for turning and backing maneuvers.
Axles must be those designed for the width of the body of the trailer(s).
Braking systems must comply with the DPS Commercial Vehicle Rules and C.R.S. 42-4-220. Fast air-transmission and release valves must be provided on all trailer(s) and converter dolly axles. A brake force limiting valve, sometimes called a “slippery road” valve, may be provided on the steering axle.
PERMIT: An annual permit is required for which a fee is charged. Also, the vehicle must have an overweight permit pursuant to C.R.S. 42-4-409(11)(a)(II) (A), (B), or (C), and comply with Rule 4-15 in the rules pertaining to Extra-Legal Vehicles or Loads.
A truck tractor and two trailing units wherein at least one of the trailing units exceeds 28.5 feet in length shall not operate on the following designated highway segments during the hours of 6 a.m. to 9 a.m. and from 3 p.m. to 6 p.m., Monday through Friday, for Colorado Springs, Denver, and Pueblo. (A truck tractor with two trailing units wherein at least one of the trailing units exceeds 28.5 feet in length not operating at greater than the legal maximum weight of 80,000 pounds is subject to different hours-of-operation restrictions. Refer to rules pertaining to Extra-Legal Vehicles or Loads).
Colorado Springs: I-25 between Exit 135 (CO 83 Academy Blvd. So.) and Exit 150 (CO 83, Academy Blvd. No.).
Denver: I-25 between Exit 200 (Jct. I-225) and Exit 223 (CO 128, 120th Avenue),
I-70 between Exit 259 (CO 26/US 40) and Exit 282 (Jct. I-225),
I-76 between Exit 5 (Jct. I-25) and Exit 12 (US 85),
I-225 entire length,
I-270 entire length.
Pueblo: I-25 between Exit 94 (CO 45 Lake Ave.) and Exit 101 (US 50/CO 47).
The holder of a longer vehicle combination (LVC) permit must have an established safety program as provided in Chapter 9 of the “Colorado Department of Highways Rules and Regulations for Operation of Longer Vehicle Combinations on Designated State Highway Segments.” Elements of the program include compliance with minimum safety standards at 8 CCR 1507-1, hazardous materials regulations at 8 CCR 1507-7, -8, and -9, Colorado Uniform Motor Vehicle Law, Articles 1 through 4 of Title 42, C.R.S. as amended, and Public Utility Commission regulations at 4 CCR 723-6, -8, -15, -22, and -23.
ACCESS: A vehicle shall not be operated off the designated portions of the Interstate System except to access food, fuel, repairs, and rest or to access a facility. Access to a facility shall be subject to the following conditions:
(1) The facility must:
(a) Be either a manufacturing or a distribution center, a warehouse, or truck terminal located in an area where industrial uses are permitted;
(b) Be a construction site; and
(c) Meet the following criteria:
1 vehicles are formed for transport or broken down for delivery on the premises;
2 adequate off-roadway space exists on the premises to safely maneuver the vehicles; and
3 adequate equipment is available on the premises to handle, load, and unload the vehicle, its trailers, and cargo.
(2) The facility must be located within a maximum distance of 10 miles from the point where the vehicle enters or exits the designated portions of the Interstate System. Such 10-mile distance shall be measured by the actual route(s) to be traveled to the facility, rather than by a straight line radius from the designated Interstate System to the facility;
(3) The access route(s) between the designated Interstate System and the facility must be approved in advance by the public entity (Colorado DOT, municipality, or county) having jurisdiction for the roadway(s) that make up the route(s). Where the State of Colorado has jurisdiction over the access route(s), it will consider the following safety, engineering, and other criteria in determining whether to approve the route(s):
(a) Safety of the motoring public;
(b) Geometrics of the street and roadway;
(c) Traffic volumes and patterns;
(d) Protection of State highways, roadways, and structures;
(e) Zoning and general characteristics of the route(s) to be encountered; and
(f) Other relevant criteria warranted by special circumstances of the proposed route(s).
Local entities, counties, and municipalities having jurisdiction over route(s), should consider similar criteria in determining whether to approve the proposed ingress and egress route(s); and
(4) A permit holder shall access only the facility or location authorized by the permit. If the permit authorizes more than one facility or location, then on any single trip by an LVC from the designated Interstate System the permit holder may access only one facility or location before returning to the designated Interstate System.
Routes
From | To
I-25 | New Mexico | Wyoming
I-70 | Utah | I-70 Exit 90 Rifle
I-70 | I-70 Exit 259 Golden | Kansas
I-76 | Jct. I-70 | Nebraska
I-225 | Jct. I-25 | Jct. I-70
I-270 | Jct. I-76 | Jct. I-70
LEGAL CITATIONS: Vehicles must comply with all applicable statutes, such as C.R.S. 42-4-402(1), 42-4-404(1), 42-4-407(1)(c)(III)(A), 42-4-409(11)(a)(II) (A), (B) or (C). All LVC's must comply with the Extra-Legal Vehicles and Loads Rules and the Longer Vehicle Combination Rules. However, when the rules address the same subject, the LVC, since it is operating at greater than 80,000 pounds, must comply with the Extra-Legal Vehicles and Loads Rules. Such rules are: 4-1-2 and 4-1-3 concerning holiday travel restrictions, 4-1-5 concerning hours of operation restrictions, 4-8 concerning minimum distance between vehicles and 4-15 concerning maximum allowable gross weight.
STATE: COLORADO
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 115.5 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 110,000 pounds
OPERATIONAL CONDITIONS: Same as the CO-TT2 combination.
ROUTES: Same as the CO-TT2 combination.
LEGAL CITATIONS: Same as the CO-TT2 combination.
STATE: COLORADO
COMBINATION: Truck-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 78 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, VEHICLE, PERMIT, and ACCESS: Same as the CO-TT2 combination.
ROUTES: Same as the CO-TT2 combination.
LEGAL CITATIONS: Same as the CO-TT2 combination.
STATE: FLORIDA
COMBINATION: Truck tractor and 2 trailing units
LENGTH OF THE CARGO-CARRYING UNITS: 106 feet
OPERATIONAL CONDITIONS: All overdimensional and weight regulations of the Florida Turnpike Authority shall apply to such units unless specifically excluded under the terms of the Tandem Trailer Permit or these regulations.
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement. Proposed drivers of tandem-trailer units shall be registered by the Florida Turnpike Authority prior to driving such equipment on the turnpike system. For further information, see Rule 14-62.016 FAC.
VEHICLE: A complete tandem-trailer combination shall consist of a truck tractor, first semitrailer, fifth-wheel converter dolly, and a second semitrailer. The converter dolly may be either a separate unit or an integral component of the first semitrailer. The width shall not exceed 102 inches and the height shall not exceed 13 feet 6 inches. A tractor used in the tandem-trailer operations shall be capable of hauling the maximum gross load to be transported by a permittee at a speed of not less than 40 miles per hour on all portions of the turnpike system excepting that portion of the roadway, as posted in 1988, between mileposts 234 and 238 where a minimum speed of 30 miles per hour will be permitted.
Every tandem-trailer combination shall be equipped with full air brakes or air-activated hydraulic brakes on the tractor and either air or electric brakes on the dolly and trailers.
A tractor, which will be used to haul a complete tandem-trailer combination with a total gross weight of 110,000 pounds or more, shall be equipped with tandem rear axles and driving power shall be applied to all wheels on both axles. When the above tandem-axle tractor is required, a tandem-axle dolly converter must be used.
Every tandem-trailer combination shall be equipped with emergency equipment that equals or exceeds both the equipment requirements and the performance standards cited in Chapter 316, Florida Statutes and subpart H “Emergency Equipment” of 49 CFR 393.95.
A converter (fifth-wheel) dolly used in the tandem-trailer operations may have either single or tandem axles, according to its total gross weight. In addition to the primary towbar(s), the dolly vehicle must be equipped with safety chains or cables for connecting the dolly to the lead semitrailer and must be adequate to prevent breakaway.
Lamps and Reflectors. Each tractor, trailer, and converter dolly in a tandem-trailer combination shall be equipped with electric lamps and reflectors mounted on the vehicle in accordance with Chapter 316, Florida Statutes, and subpart B “Lighting Devices, Reflectors and Electrical Equipment,” of 49 CFR 393.9 through 49 CFR 393.33.
Coupling Devices. Coupling devices shall be so designed, constructed, and installed and the vehicles in a tandem-trailer combination shall equal or exceed both the equipment requirements and the performance standards established on 49 CFR 393.70, except that such devices shall be so designed and constructed as to ensure that any such combination traveling on a level, smooth paved surface will follow in the path of the towing vehicle without shifting or swerving from side to side over 2 inches to each side of the path of the vehicle when it is moving in a straight line. (For further information see Rule 14-62.002; 14-62.005; 14-62.006; 14-62.007; 14-62.008; 14-62.009; 14-62.010; 14-62.011; 14-62.012; 14-62.013; and 14-62.015, FAC)
PERMIT: Tandem-trailer units may operate on the turnpike system under a Tandem Trailer Permit issued by the Florida Turnpike Authority upon application, except as provided in subparagraph (2) below.
(1) The Florida Turnpike Authority shall provide a copy of each such permit to the Motor Carrier Compliance Office.
(2) Tandem-trailer trucks of the dimensions mandated by the STAA of 1982 and operating in compliance with Rule Chapter 14-54, FAC, and under the provisions of section 316.515, Florida Statutes shall be exempt from the provisions of this rule chapter to the extent provided in Rule 14-54.0011, FAC.
(For further information see Rules 14-62.001; 14-62.022; 14-62.023; 14-62.024; 14-62.026; 14-62.027, FAC)
ACCESS: Staging. Tandem-trailer combinations shall be made up and broken up only in special assembly (staging) areas as designated for this purpose. For further information, see Rule 14-62.017, FAC. Make-up and break-up of tandem-trailer combinations shall not be allowed on a public right-of-way unless the area is designated for such use or unless an emergency exists.
Routes
From | To
Florida's Turnpike | South end Homestead Extension at US 1 | Exit 304 Wildwood.
LEGAL CITATIONS: Chapter 14-62, “Regulations Governing Tandem Combinations of Florida's Turnpike,” Florida Administrative Code.
STATE: HAWAII
COMBINATION: Truck tractor and 2 trailing units
LENGTH OF CARGO CARRYING UNITS: 65 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: No load may exceed the carrying capacity of the axles specified by the manufacturer and no combination vehicle shall have a total weight in excess of its designed gross combination weight limit.
PERMITS: No permits are required.
ACCESS: Designated routes off the NN.
ROUTES: All NN routes except HI-95 from H-1 to Barbers Point Harbor.
LEGAL CITATIONS: Chapter 291, Section 34, Hawaii Revised Statutes and Chapter 104 of Title 19, Administrative Rules.
STATE: IDAHO
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 95 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 105,500 pounds
OPERATIONAL CONDITIONS:
WEIGHT: Single axle: 20,000 pounds, tandem axle: 34,000 pounds, and gross vehicle weight up to 105,500 pounds.
Axle spacing: must comply with Idaho Code 49-1001.
Trailer weights: The respective loading of any trailer shall not be substantially greater than the weight of any trailer located ahead of it in the vehicle combination. Substantially greater shall be defined as more than 4,000 pounds heavier.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: The rules provide that all CMV's with two or more cargo-carrying units (except for truck-trailer combinations which are limited to an 85-foot combination length) are subject to calculated maximum off-tracking (CMOT) limits. The CMOT formula is:
CMOT = R − [R 2 − (A 2 + B 2 + C 2 + D 2 + E 2)] 1/2 R = 161
A, B, C, D, E, etc. = measurements between points of articulation or pivot. Squared dimensions to stinger steer points of articulation are negative.
The power unit of LCV's and extra-length combinations shall have adequate power and traction to maintain a speed of 15 miles per hour under normal operating conditions on any up-grade over which the combination is operated.
Fifth-wheel, drawbar, and other coupling devices shall be as specified by Federal Motor Carrier Safety Regulations, section 393.70.
Every combination operated under special permit authority shall be covered by insurance meeting State and Federal requirements. Evidence of this insurance must be carried in the permitted vehicle.
PERMIT: Permits are required. Permit duration is for 1 year from the date of issuance.
ACCESS: Combinations with a CMOT limit of less than 6.5 feet may use any Interstate or designated highway system interchange for access. Combinations with a CMOT of 6.5 to 8.75 feet may use only the following Interstate System interchanges:
I-15 Exits 58 and 119.
I-84 Exits 3, 49, 50, 52, 54, 57, 95, 168, 173, 182, 208, and 211.
I-86 Exits 36, 40, 56, and 58.
ROUTES: All NN routes.
LEGAL CITATIONS: Other regulations and restrictions that must be complied with are:
Idaho Code 49-1001, -1002, -1004, -1010, and -1011.
Idaho Transportation Department Rules 39.C.01, .06, .08, .09, .10, .11, .15, and .19-.23.
STATE: IDAHO
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 95 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 105,500 pounds
OPERATIONAL CONDITIONS: Same as the ID-TT2 combination.
ROUTES: Same as the ID-TT2 combination.
LEGAL CITATIONS: Same as the ID-TT2 combination.
STATE: IDAHO
COMBINATION: Truck-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 78 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, PERMIT, and ACCESS: Same as the ID-TT2 combination.
VEHICLE: Overall combination length limited to 85 feet.
ROUTES: Same as the ID-TT2 combination.
LEGAL CITATIONS: Same as the ID-TT2 combination.
STATE: IDAHO
COMBINATION: Truck-trailer-trailer, and Truck-semitrailer-trailer.
LENGTH OF THE CARGO-CARRYING UNITS: 98 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, PERMIT, and ACCESS: Same as the ID-TT2 combination.
VEHICLE: Overall combination length limited to 105 feet.
ROUTES: Same as the ID-TT2 combination.
LEGAL CITATIONS: Same as the ID-TT2 combination.
STATE: INDIANA
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 106 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 127,400 pounds
OPERATIONAL CONDITIONS:
WEIGHT: Single axle = 22,400 pounds. Axles spaced less than 40 inches between centers are considered to be single axles.
Tandem axle = 36,000 pounds. Axles spaced more than 40 inches but less than 9 feet between centers are considered to be tandem axles.
Gross vehicle weight = 90,000 pounds plus 1,070 pounds per foot for each foot of total vehicle length in excess of 60 feet with a maximum gross weight not to exceed 127,400 pounds.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement, and a Toll Road identification card. Drivers must be at least 26 years old, in good health, and with 5 years of experience driving tractor-semitrailers or tandem-trailer combinations. Experience must include driving in all four seasons.
VEHICLE: Lightest trailer to the rear. Distance between coupled trailers shall not exceed 9 feet. The combination vehicle, including coupling devices, shall be designed and constructed so as to ensure that while traveling on a level, smooth paved surface each trailing unit will follow in the path of the towing vehicle without shifting or swerving from side to side more than 3 inches. The combination vehicle must have at least five axles but not more than nine axles and except on ramps be able to achieve and maintain a speed of 45 miles per hour. Following distance is 500 feet, and passing maneuvers must be completed within 1 mile. The truck tractor must be equipped at a minimum with emergency equipment including fire extinguisher, spare fuses, tire chains, tire tread minimums, and disabled vehicle warning devices. Every dolly must be coupled with safety chain directly to the frame of the semitrailer by which it is towed. Each unit in a multi-trailer combination must be equipped at a minimum with electric lights and reflectors mounted on the vehicle.
PERMIT: A free annual tandem-trailer permit must be obtained from the Indiana DOT for loads which exceed 90,000 pounds. A multiple-trip access permit, for which a fee is charged, must also be obtained for access to points of delivery or to breakdown locations. Permission to operate can be temporarily suspended by the Indiana DOT due to weather, road conditions, holiday traffic, or other emergency conditions. Any oversize vehicle whose length exceeds 80 feet shall not be operated at a speed in excess of 45 miles per hour. Oversize loads are not to be operated at any time when wind velocity exceeds 25 miles per hour.
ACCESS: 15 miles from toll gates.
Routes
From | To
I-80/90 (IN Toll Road) | Toll Road Gate 21 | Ohio.
I-90 (IN Toll Road) | Illinois | Toll Road Gate 21.
LEGAL CITATIONS:
Indiana Code 9-8-1-16
Indiana Code 8-15-2
135 Indiana Administrative Code 2
STATE: INDIANA
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 104.5 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 127,400 pounds
OPERATIONAL CONDITIONS:
WEIGHT, DRIVER, PERMIT, and ACCESS: Same as the IN-TT2 combination.
VEHICLE: Semitrailers and trailers shall not be longer than 28.5 feet, and the minimum number of axles for the combination is seven. Three trailing unit combinations must be equipped with adequate spray-suppressant mud flaps which are properly maintained.
ROUTES: Same as the IN-TT2 combination.
LEGAL CITATIONS: Same as the IN-TT2 combination.
STATE: INDIANA
COMBINATION: Combination of three or more vehicles coupled together
LENGTH OF THE CARGO CARRYING UNITS: 58 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: The maximum width is 102 inches, and the maximum height is 13 feet 6 inches.
PERMIT: None required.
ACCESS: Unlimited.
ROUTES: All roads within the State.
LEGAL CITATIONS: Indiana Code 9-8-1-2.
STATE: IOWA
COMBINATION: Truck tractor and 2 trailing units—LCV.
LENGTH OF THE CARGO-CARRYING UNITS: 100 feet when entering Sioux City from South Dakota or South Dakota from Sioux City; 65 feet when entering Sioux City from Nebraska or Nebraska from Sioux City.
MAXIMUM ALLOWABLE GROSS WEIGHT: 129,000 pounds when entering Sioux City from South Dakota or South Dakota from Sioux City; 95,000 pounds when entering Sioux City from Nebraska or Nebraska from Sioux City.
OPERATIONAL CONDITIONS:
Iowa allows vehicles from South Dakota and Nebraska access to terminals which are located within the corporate limits of Sioux City and its commercial zone as shown in 49 CFR 1048.101 on November 28, 1995. These vehicles must be legal in the State from which they enter Iowa.
WEIGHT, DRIVER, VEHICLE, AND PERMIT: Same conditions which apply to a truck tractor and 2 trailing units legally operating in South Dakota or Nebraska.
ACCESS: These combinations may operate on any road within the corporate limits of Sioux City and its commercial zone as shown in 49 CFR 1048.101 on November 28, 1995, when authorized by appropriate State or local authority.
ROUTES: LCV combinations may operate on all Interstate System routes in Sioux City and its commercial zone as shown in 49 CFR 1048.101 on November 28, 1995. If subject only to the ISTEA freeze on length, they may operate on all NN routes in Sioux City and its commercial zone, as above.
LEGAL CITATIONS: Iowa Code § 321.457(2)(f) (1995).
STATE: IOWA
COMBINATION: Truck tractor and 3 trailing units—LCV.
LENGTH OF CARGO-CARRYING UNITS: 100 feet when entering Sioux City from South Dakota or South Dakota from Sioux City.
MAXIMUM ALLOWABLE GROSS WEIGHT: 129,000 POUNDS when entering Sioux City from South Dakota or South Dakota from Sioux City.
OPERATIONAL CONDITIONS:
WEIGHT, DRIVER, VEHICLE, AND PERMIT: Same as the SD-TT3 combination.
ACCESS: Same as the IA-TT2 combination.
ROUTES: Same as the IA-TT2 combination.
LEGAL CITATION: Same as the IA-TT2 combination.
STATE: IOWA
COMBINATION: Truck-trailer.
LENGTH OF THE CARGO-CARRYING UNITS: 78 feet when entering Sioux City from South Dakota or South Dakota from Sioux City; 68 feet when entering Sioux City from Nebraska or Nebraska from Sioux City.
OPERATIONAL CONDITIONS:
Iowa allows vehicles from South Dakota and Nebraska access to terminals which are located within the corporate limits of Sioux City and its commercial zone, as shown in 49 CFR 1048.101 on November 28, 1995. These vehicles must be legal in the State from which they enter Iowa.
WEIGHT, DRIVER, VEHICLE, AND PERMIT: Same conditions which apply to a truck-trailer combination legally operating in Nebraska or South Dakota.
ACCESS: Same as the IA-TT2 combination.
ROUTES: Same as IA-TT2 combination.
LEGAL CITATION: Same as the IA-TT2 combination.
STATE: KANSAS
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 109 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 120,000 pounds
OPERATIONAL CONDITIONS:
WEIGHT: Combinations consisting of a truck tractor and two trailing units must comply with the Federal Bridge Formula, with maximum weights of 20,000 pounds on a single axle and 34,000 pounds on a tandem axle, and with a maximum gross weight of 120,000 pounds.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: Truck tractor and two trailing unit combinations must meet legal width and height with no time-of-day travel restrictions or other special requirements.
PERMIT: Permits are not required for operation on the Kansas Turnpike. A permit is required for access between the Turnpike and motor freight terminals located within a 10-mile radius of each toll booth, except at the northeastern end of the Turnpike where a 20-mile radius is allowed. Access permits are valid for 6 months.
ACCESS: Turnpike access routes include all routes between the Turnpike and a motor freight terminal located within a 10-mile radius of each toll booth, except at the northeastern end of the Turnpike where a 20-mile radius is allowed.
Routes
From | To
I-35 Kansas Tpk. Authority (KTA) | Oklahoma | KTA Exit 127.
I-70 KTA | KTA Exit 182 | KTA Exit 223.
I-335 KTA | KTA Exit 127 | KTA Exit 177.
I-470 KTA | KTA Exit 177 | KTA Exit 182.
LEGAL CITATIONS:
Kansas Statutes Annotated (KSA)
KSA 8-1911 | KSA 68-2004 | KSA 68-2019.
KSA 8-1914 | KSA 68-2005 | KSA 68-2048a.
KSA 68-2003
STATE: KANSAS
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 109 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 120,000 pounds
OPERATIONAL CONDITIONS: The operations of triple trailing unit combinations are governed by two sets of criteria: (1) The Turnpike and Turnpike access rules, and (2) the SVC rules which apply off of the Turnpike except in the case of vehicles operating under Turnpike access authority. The Turnpike and Turnpike access rules allow a maximum combination vehicle length of 119 feet overall. The SVC rules require “Triples” to have trailers of no more than 28.5 feet maximum length or a cargo-carrying length of approximately 95 feet.
The Turnpike and Turnpike access rules have no time-of-day travel restrictions or other special requirements.
The SVC rules have several operational conditions. SVC's cannot operate on holidays or during holiday weekends. SVC's cannot be dispatched or operated during adverse weather conditions. SVC's must travel in the right lane, except for passing, and the following distance is 100 feet for every 10 miles per hour. SVC permits can include any restrictions deemed necessary, including specific routes and hours, days, and/or seasons of operation. Rules and regulations can be promulgated regarding driver qualifications, vehicle equipment, and operational standards.
WEIGHT: All triple trailing unit combinations must comply with the Federal Bridge Formula with maximum axle weights of 20,000 pounds on a single axle and 34,000 pounds on a tandem axle. The maximum gross weight is 120,000 pounds on the Turnpike and Turnpike access routes, but the SVC's have a maximum weight of 110,000 pounds.
DRIVER: A commercial driver's license with the appropriate endorsement is required under both Turnpike and SVC rules. In addition, for SVC operation drivers must have completed SVC driver training and a company road test. Drivers must also have 2 years of experience driving tractor-semitrailers and 1 year driving doubles.
VEHICLE: Vehicle requirements apply to the SVC program only. All axles, except steering axles, must have dual wheels, and all vehicles must be able to achieve and maintain a speed of 40 miles per hour on all grades. Antispray mud flaps shall be attached to the rear of each axle except the steering axle. Mud flaps shall have a surface designed to absorb and deflect excess moisture to the road surface. Drop and lift axles are prohibited. Vehicles may have a minimum of six and a maximum of nine axles. The heaviest trailers are to be placed forward. Hazardous cargo is prohibited. Convex mirrors are required on both sides of the cab. Equipment must comply with the requirements of 49 CFR 390-399.
Any SVC shall be stable at all times during normal braking and normal operation. When traveling on a level, smooth paved surface, an SVC shall follow the towing vehicle without shifting or swerving beyond the restraints of the lane of travel.
PERMIT: Same as the KS-TT2 combination on the Turnpike and Turnpike access routes. A fee per company plus a permit fee for each power unit is required for the SVC program, and the SVC permits are valid for 1 year. SVC's operated pursuant to regulation 36-1-33 under an annual permit shall be covered by insurance.
ACCESS: Turnpike access routes include all routes between the Turnpike and a motor freight terminal located within a 10-mile radius of each toll booth, except at the northeastern end of the Turnpike where a 20-mile radius is allowed. SVC access routes include all routes between the Interstate and a motor freight terminal located within 5 miles of the Interstate at Goodland.
ROUTES:
A. For vehicles subject to the Turnpike and Turnpike access rules:
From | To
I-35 KTA | Oklahoma | KTA Exit 127.
I-70 KTA | KTA Exit 182 | KTA Exit 223.
I-335 KTA | KTA Exit 127 | KTA Exit 177.
I-470 KTA | KTA Exit 177 | KTA Exit 182.
B. For vehicles subject to the SVC rules:
From | To
I-70 | Colorado | I-70 Exit 19 Goodland.
LEGAL CITATIONS: Same as the KS-TT2 combination, plus KSA 8-1915.
STATE: MASSACHUSETTS
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF CARGO-CARRYING UNITS: 104 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 127,400 pounds
OPERATIONAL CONDITIONS:
WEIGHT: Any combination of vehicles may not exceed a maximum gross weight of 127,400 pounds. The maximum gross weight of the tractor and first semitrailer shall not exceed 71,000 pounds. The maximum gross weight of each unit of dolly and semitrailer shall not exceed 56,400 pounds. The maximum gross weight for the tractor and first semitrailer is governed by the formula 35,000 pounds plus 1,000 pounds per foot between the center of the foremost axle and the center of the rearmost axle of the semitrailer. The maximum gross weight on any one axle is 22,400 pounds, and on any tandem axle it is 36,000 pounds. Axles less than 46 inches between centers are considered to be one axle.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement and must be registered with the Massachusetts Turnpike Authority (MTA). Registration shall include all specified driving records, safety records, physical examinations, and minimum of 5 years of driving experience with tractor trailers.
VEHICLE:
(1) Brake Regulation. The brakes on any vehicle, dolly converter, or combination of vehicles used in tandem-trailer operations as a minimum shall comply with Federal Motor Carrier Safety Regulations in 49 CFR part 393. In addition, any vehicle, dolly converter or combination of vehicles used in tandem-trailer operations shall meet the requirements of the provisions of the Massachusetts Motor Vehicle Law. Tandem-trailer combinations certified on or after June 1, 1968, shall be equipped with suitable devices to accelerate application and release of the brakes of the towed vehicle.
(2) Axles. A tractor used to haul a tandem trailer combination with a gross weight of more than 110,000 pounds shall be equipped with tandem rear axles, each of which shall be engaged to bear its full share of the load on the roadway surface.
(3) Tandem Assembly. When the gross weight of the trailers vary by more than 20 percent, they shall be coupled with the heaviest trailer attached to the tractor. Coupling devices and towing devices shall comply with the Federal regulations as stated in 49 CFR part 393. When the distance between the rear of the one semitrailer and the front of the following semitrailer is 10 feet or more, the dolly shall be equipped with a device, or the trailers shall be connected along the sides with suitable material, which will indicate to other Turnpike users that the trailers are connected and are in effect one unit. The MTA shall approve the devices or connections to be used on the semitrailers that would indicate it is one unit. Coupling devices shall be so designed, constructed, and installed, and the vehicles in a tandem trailer combination shall be so designed and constructed to ensure that when traveling on a level, smooth paved surface they will follow in the path of the towing vehicle without shifting or swerving over 3 inches to each side of the path of the towing vehicle when it is moving in a straight line. A tandem trailer unit may pass another vehicle traveling in the same direction only if the speed differential will allow the tandem trailer unit to complete the maneuver and return to the normal driving lane within a distance of 1 mile.
Each truck tractor shall be equipped with at least one spare fuse or other overload protective device, if the devices are not of a reset type, for each kind and size used. The vehicle is to carry at least one set of tire chains for at least one driving wheel on each side between October 15 and May 1 of each year. Each truck tractor shall carry a fire extinguisher which shall have an aggregate rating of 20 BC.
PERMIT: A permittee must demonstrate to the MTA that it has insurance coverage of the type and amounts required by Turnpike regulation. Both the tractor manufacturer and the permittee shall certify to the MTA, prior to the approval of a tractor, that it is capable of hauling the maximum permissible gross load to be transported by the permittee at a speed not less than 20 miles per hour on all portions of the turnpike system. The MTA may revoke or temporarily suspend any permit at will and the instructions of the MTA or Massachusetts State Police shall be complied with immediately.
ACCESS: Makeup and breakup areas. Tandem trailer units shall not leave the Turnpike right-of-way and shall be assembled and disassembled only in designated areas.
Routes
From | To
I-90 Mass Turnpike | New York State | Turnpike Exit 18 Boston.
LEGAL CITATIONS:
The MTA, Massachusetts Rules and Regulations 730, and CMR 4.00.
STATE: MICHIGAN
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF CARGO-CARRYING UNITS: 58 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 164,000 pounds
OPERATIONAL CONDITIONS:
WEIGHT: The single-axle weight limit for LCV's is 18,000 pounds for axles spaced 9 feet or more apart. For axles spaced more than 3.5 but less than 9 feet apart, the single-axle weight limit is 13,000 pounds. The tandem-axle weight limit is 16,000 pounds per axle for the first tandem and 13,000 pounds per axle for all other tandems. Axles spaced less than 3.5 feet apart are limited to 9,000 pounds per axle. Maximum load per inch width of tire is 700 pounds. Maximum gross weight is determined based on axle and axle group weight limits.
When restricted seasonal loadings are in effect, load per inch width of tire and maximum axle weights are reduced as follows: Rigid pavements—525 pounds per inch of tire width, 25 percent axle weight reduction; Flexible pavements—450 pounds per inch of tire width, 35 percent axle weight reduction.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: Truck height may not exceed 13.5 feet. There is no overall length for LCV's operating on the Interstate System when semitrailer and trailer lengths do not exceed 28.5 feet. If either the trailer or semitrailer is longer than 28.5 feet, the distance from the front of the first box to the rear of the second box may not exceed 58 feet. A combination of vehicles shall not have more than 11 axles, and the ratio of gross weight to net horsepower delivered to the clutch shall not exceed 400 to 1.
PERMIT: Permits for divisible loads of more than 80,000 pounds must conform to either Federal or grandfathered axle and bridge spacing requirements.
ACCESS: All designated State highways.
ROUTES: All Interstate routes and designated State highways.
LEGAL CITATIONS:
Michigan Public Act 300, section 257.722
Michigan Public Act 300, section 257.719
STATE: MICHIGAN
COMBINATION: Truck-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 63 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER: The driver must have a commercial driver's license with appropriate endorsement.
VEHICLE: The overall length of this combination is limited to 70 feet. The only cargo that may be carried is saw logs, pulpwood, and tree length poles.
PERMIT: None required.
ACCESS: All NN routes.
ROUTES: All NN routes.
LEGAL CITATIONS: Michigan Public Act 300, section 257.719.
STATE: MISSISSIPPI
COMBINATION: Truck tractor and 2 trailing units
LENGTH OF THE CARGO-CARRYING UNITS: 65 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: Each trailing unit may be a maximum of 30 feet long.
PERMIT: None required.
ACCESS: No restrictions, may operate Statewide.
ROUTES: All NN routes.
LEGAL CITATIONS: Section 63-5-19, Mississippi Code, Annotated, 1972.
STATE: MISSOURI
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 110 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 120,000 pounds when entering Missouri from Kansas; 95,000 pounds when entering from Nebraska; 90,000 pounds when entering from Oklahoma.
OPERATIONAL CONDITIONS: Missouri allows vehicles from neighboring States access to terminals in Missouri which are within 20 miles of the Missouri State Line. These vehicles must be legal in the State from which they are entering Missouri.
WEIGHT, DRIVER, VEHICLE: Same conditions which apply to a truck tractor and two trailing units legally operating in Kansas, Nebraska, or Oklahoma.
PERMIT: Annual blanket overdimension permits are issued to allow a truck tractor and two trailing units legally operating in Kansas, Nebraska, or Oklahoma to move to and from terminals in Missouri which are located within a 20-mile band of the State Line for these three States. There is a permit fee per power unit. The permits carry routine permit restrictions, but do not address driver qualifications or any other restrictions not included in the rules and regulations for all permitted movement.
ACCESS: Routes as necessary to reach terminals.
ROUTES: All NN routes within a 20-mile band from the Kansas, Nebraska, and Oklahoma borders.
LEGAL CITATIONS: § 304.170 and § 304.200 Revised Statutes of Missouri 1990.
STATE: MISSOURI
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 109 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 120,000 pounds when entering Missouri from Kansas; 90,000 pounds when entering from Oklahoma.
OPERATIONAL CONDITIONS: Missouri allows vehicles from neighboring States access to terminals in Missouri which are within 20 miles of the Missouri State Line. These vehicles must be legal in the State from which they are entering Missouri.
WEIGHT, DRIVER, VEHICLE: Same conditions which apply to a truck tractor and three trailing units legally operating in Kansas or Oklahoma.
PERMIT: Annual blanket overdimension permits are issued to allow a truck tractor and three trailing units legally operating in Kansas or Oklahoma, to move to and from terminals in Missouri which are located within a 20-mile band of the State Line for these two States. There is a permit fee per power unit. The permits carry routine permit restrictions, but do not address driver qualifications or any other restrictions not included in the rules and regulations for all permitted movement.
ACCESS: Routes as necessary to reach terminals.
ROUTES: All NN routes within a 20-mile band from the Kansas and Oklahoma borders.
LEGAL CITATIONS: § 304.170 & § 304.200 Revised Statutes of Missouri 1990.
STATE: MONTANA
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF CARGO-CARRYING UNITS: 93 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 137,800 pounds for vehicles operating under the Montana/Alberta Memorandum of Understanding (MOU). For other MT-TT2 combinations, the maximum allowable gross weight is 131,060 pounds.
OPERATIONAL CONDITIONS:
WEIGHT: Except for vehicles operating under the MOU, any vehicle carrying a divisible load over 80,000 pounds must comply with the Federal Bridge Formula found in 23 U.S.C. 127.
Maximum single-axle limit: 20,000 pounds
Maximum tandem-axle limit: 34,000 pounds
Maximum gross weight limit: 131,060 pounds
Maximum weight allowed per inch of tire width is 600 pounds.
WEIGHT, MONTANA/ALBERTA MOU:
Maximum single-axle limit: 20,000 pounds
Maximum tandem-axle limit: 37,500 pounds
Maximum tridem-axle limit:
Axles spaced from 94″ to less than 118″: 46,300 pounds
Axles spaced from 118″ to less than 141″: 50,700 pounds
Axles spaced from 141″ to 146″: 52,900 pounds
Maximum gross weight:
A-Train: 118,000 pounds
B-Train (eight axle): 137,800 pounds
B-Train (seven axle): 124,600 pounds
The designation of “A-Train” or “B-Train” refers to the manner in which the two trailing units are connected.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: No special requirements beyond compliance with Federal Motor Carrier Safety Regulations.
PERMIT: Special permit required for double trailer combinations if either trailer exceeds 28.5 feet. Permits are available on an annual or a trip basis and provide for continuous travel. Statutory reference: 61-10-124, MCA. For vehicles being operated under the Montana/Alberta MOU, operators must have paid gross vehicle weight fees for the total weight being carried. In addition, a term Restricted Route and Oversize Permit for which an annual fee is charged must be obtained. Finally, vehicle operators must secure a single-trip, overweight permit prior to each trip.
ACCESS: Access must be authorized by the Montana DOT. For vehicles operated under the Montana/Alberta MOU, access routes from I-15 into Shelby are authorized when permits are issued. For vehicles with a cargo-carrying length greater than 88 feet, but not more than 93 feet, a 2-mile access from the Interstate System is automatically granted to terminals and service areas. Access outside the 2-mile provision may be granted on a case-by-case basis by the Administrator of the Motor Carrier Services Division.
ROUTES: Combinations with a cargo-carrying length greater than 88 feet, but not more than 93 feet, are limited to the Interstate System. Combinations with a cargo-carrying length of 88 feet or less can use all NN routes except U.S. 87 from milepost 79.3 to 82.5. For vehicles being operated under the Montana/Alberta MOU, the only route available is I-15 from the border with Canada to Shelby.
LEGAL CITATION:
61-10-124 MCA | 61-10-104 MCA | ARM 18.8.509(6)
61-10-107 (3) MCA | 61-10-121 MCA | ARM 18.8.517, 518
Montana/Alberta Memorandum of Understanding
Administrative Rules of Montana
STATE: MONTANA
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 100 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 131,060 pounds
OPERATIONAL CONDITIONS:
WEIGHT: Any vehicle carrying a divisible load over 80,000 pounds must comply with the Federal Bridge Formula found in 23 U.S.C. 127.
Maximum single-axle limit: 20,000 pounds
Maximum tandem-axle limit: 34,000 pounds
Maximum gross weight limit: 131,060 pounds
Maximum weight allowed per inch of tire width is 600 pounds.
DRIVER: Drivers of three trailing unit combinations must be certified by the operating company. This certification includes an actual driving test and knowledge of Federal Motor Carrier Safety Regulations and State law pertaining to triple vehicle operations. Drivers are also required to have a commercial driver's license with the appropriate endorsement.
VEHICLE: The 100-foot cargo-carrying length is only with a conventional tractor within a 110-foot overall length limit. If a cabover tractor is used, the cargo length is 95 feet within a 105-foot overall length limit. Vehicles involved in three trailing unit operations must comply with the following regulations:
1. Shall maintain a minimum speed of 20 miles per hour on any grade;
2. Kingpins must be solid and permanently affixed;
3. Hitch connections must be no-slack type;
4. Drawbars shall be of minimum practical length;
5. Permanently affixed axles must be designed for the width of the trailer;
6. Anti-sail mudflaps or splash and spray suppression devices are required;
7. The heavier trailers shall be in front of lighter trailers;
8. A minimum distance of 100 feet per 10 miles per hour is required between other vehicles except when passing;
9. Operating at speeds greater than 55 miles per hour is prohibited; and
10. Vehicle and driver are subject to Federal Motor Carrier Safety Regulations.
Reference: 18.8.517 Administrative Rules of Montana.
PERMIT: Special triple vehicle permits are required for the operation of these combinations. Permits are available on an annual or trip basis. Permits are good for travel on the Interstate System only and are subject to the following conditions:
1. Travel is prohibited during adverse weather conditions;
2. Transportation of Class A explosives is prohibited; and
3. Companies operating triple combinations must have an established safety program including driver certifications.
ACCESS: Access is for 2 miles beyond the Interstate System, or further if granted by the Administrator of the Motor Carrier Services Division.
ROUTES: Interstate System routes in the State.
LEGAL CITATION: 18.8.517 Administrative Rules of Montana.
STATE: MONTANA
COMBINATION: Truck-Trailer
LENGTH OF CARGO-CARRYING UNITS: 88 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, and ACCESS: Same as the MT-TT2 combination.
VEHICLE: Same as the MT-TT2 combination, except overall length limited to 95 feet.
PERMIT: Special permit required if overall length exceeds 75 feet. Special permits allow continuous travel and are available on an annual or trip basis.
ROUTES: Same as the MT-TT2 combination.
LEGAL CITATIONS: 61-10-121 and 61-10-124, MCA.
STATE: MONTANA
COMBINATION: Truck-trailer-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 103 feet
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, PERMIT, and ACCESS: Same as the MT-TT2 combination.
VEHICLE: The cargo-carrying unit length is 103 feet with a conventional truck within a 110-foot overall length limit, and 98 feet with a cab-over-engine truck within a 105-foot overall length limit. On two-lane highways the cargo-carrying unit length is 88 feet within a 95-foot overall length limit.
ROUTES: All NN routes except U.S. 87 between mileposts 79.3 and 82.5.
LEGAL CITATIONS:
61-10-124 MCA
61-10-121 MCA
ARM 18-8-509
STATE: NEBRASKA
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 95 feet for combination units traveling empty. 65 feet for combination units carrying cargo, except those carrying seasonally harvested products from the field where they are harvested to storage, market, or stockpile in the field, or from stockpile to market, which may extend the length to 71.5 feet.
OPERATIONAL CONDITIONS:
WEIGHT:
Maximum weight:
Single axle = 20,000 pounds
Tandem axle = 34,000 pounds
Gross = Determined by Federal Bridge Formula B, but not to exceed 95,000 pounds.
Truck tractor and 2 trailing unit combinations with a length of cargo-carrying units of over 65 feet are required to travel empty.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement. There are no additional special qualifications where the cargo-carrying unit lengths are 65 feet or less. For cargo-carrying unit lengths over 65 feet, the driver must comply with all State and Federal requirements and must not have had any accidents while operating such vehicles.
VEHICLE: For combinations with a cargo-carrying length over 65 feet, but not over 85 feet, the semitrailer cannot exceed 48 feet in length and the full trailer cannot be less than 26 feet or more than 28 feet long. The shorter trailer must be placed to the rear. The wheel path of the trailer(s) cannot vary more than 3 inches from that of the towing vehicle.
For combinations with a cargo-carrying length greater than 85 feet, up to and including 95 feet, the trailers must be of approximately equal length.
PERMIT: A weight permit in accordance with Chapter 12 of the Nebraska Department of Roads (NDOR) Rules and Regulations is required for operating on the Interstate System with weight in excess of 80,000 pounds.
A length permit, in accordance with Chapters 8 or 11 of the NDOR Rules and Regulations, is required for two trailing unit combinations with a length of cargo-carrying units over 65 feet. Except for permits issued to carriers hauling seasonally harvested products in combinations with a cargo-carrying length greater than 65 feet but not more than 71.5 feet which may move as necessary to accommodate crop movement requirements, holders of length permits are subject to the following conditions.
Movement is prohibited on Saturdays, Sundays, and holidays; when ground wind speed exceeds 25 miles per hour; when visibility is less than 800 feet; or when steady rain, snow, sleet, ice, or other conditions cause slippery pavement. Beginning November 15 until April 16 permission to move must be obtained from the NDOR Permit Office within 3 hours of movement. Beginning April 16 until November 15 permission to move must be obtained within 3 days of the movement.
Fees are charged for all permits. Length permits for combinations carrying seasonally harvested products are valid for 30 days and are renewable but may not authorize operation for more than 150 days per year.
All permits are subject to revocation if the terms are violated.
ACCESS: Access to NN routes is not restricted for two trailing unit combinations with a cargo-carrying length of 65 feet or less, or 71.5 feet or less if involved in carrying seasonally harvested products. For two trailing unit combinations with a cargo-carrying length greater than 65 feet and not involved in carrying seasonally harvested products, access to and from I-80 is limited to designated staging areas within six miles of the route between the Wyoming State Line and Exit 440 (Nebraska Highway 50); and except for weather, emergency, and repair, cannot reenter I-80 after exiting.
ROUTES: Except for length permits issued to carriers hauling seasonally harvested products in combinations with a cargo-carrying length greater than 65 feet but not more than 71.5 feet which may use all non-Interstate NN routes, vehicles requiring length permits are restricted to Interstate 80 between the Wyoming State Line and Exit 440 (Nebraska Highway 50). Combinations not requiring length permits may use all NN routes.
LEGAL CITATIONS:
Nebraska Revised Statutes Reissued 1988
§ 39-6,179 (Double trailers under 65 feet)
§ 39-6,179.01 (Double trailers over 65 feet)
§ 39-6,180.01 (Authorized weight limits)
§ 39-6,181 (Vehicles; size; weight; load; overweight; special permits; etc.)
Nebraska Department of Roads Rules and Regulations, Title 408, Chapter 1 (Double trailers over 65 feet)
STATE: NEBRASKA
COMBINATION: Truck tractor and 3 trailing units
LENGTH OF THE CARGO-CARRYING UNITS: 95 feet
OPERATIONAL CONDITIONS:
WEIGHT: A truck tractor and three trailing unit combination is required to travel empty.
DRIVER: Same as the NE-TT2 combination.
PERMIT: A length permit, in accordance with Chapter 11 of the NDOR Rules and Regulations is required for a three trailing unit combination. Conditions of the length permit prohibit movements on Saturdays, Sundays, and holidays; when ground wind speed exceeds 25 miles per hour; and when visibility is less than 800 feet. Movement is also prohibited during steady rain, snow, sleet, ice, or other conditions causing slippery pavement. Beginning November 15 until April 16 permission to move must be obtained from the NDOR Permit Office within 3 hours of movement. Beginning April 16 until November 15 permission to move must be obtained within 3 days of the movement. A fee is charged for the annual length permit. These permits can be revoked if the terms are violated.
ACCESS: Access to and from I-80 is limited to designated staging areas within 6 miles of the route between Wyoming State Line and Exit 440 (Nebraska Route 50). Except for weather, emergency, and repair, three trailing unit combinations cannot reenter the Interstate after having exited.
VEHICLE: A three trailing unit combination must have trailers of approximately equal length and the overall vehicle length cannot exceed 105 feet.
ROUTES: I-80 from Wyoming to Exit 440 (Nebraska Highway 50).
LEGAL CITATIONS:
Neb. Rev. Stat. § 39-6.179,01 (Reissue 1988)
Nebraska Department of Roads Rules and Regulations, Title 408, Chapter 1
STATE: NEBRASKA
COMBINATION: Truck-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 68 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: The overall vehicle length, including load, cannot exceed 75 feet.
PERMIT: No permit is required.
ACCESS: Statewide during daylight hours only.
ROUTES: All NN routes.
LEGAL CITATIONS: Neb. Rev. Stat. § 39-6,179.
STATE: NEVADA
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 95 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 129,000 pounds
OPERATIONAL CONDITIONS:
WEIGHT: The single-axle weight limit is 20,000 pounds, the tandem-axle weight limit is 34,000 pounds, and the gross weight is subject to the Federal Bridge Formula limits, provided that two consecutive tandems with a distance of 36 feet or more between the first and last axle may carry 34,000 pounds on each tandem.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement, be at least 25 years old, and have had a medical exam within previous 24 months. Every operator must be covered by a liability insurance policy with personal injury and property damage limits meeting State requirements.
VEHICLE: No trailer may be longer than 48 feet. If one trailer is 48 feet long, the other trailer cannot exceed 42 feet. Towed vehicles must not shift or sway more than 3 inches to right or left and must track in a straight line on a level, smooth paved highway. Vehicles must be able to accelerate and operate on a level highway at speeds which are compatible with other traffic and with the speed limits and must be able to maintain a minimum of 20 miles per hour on any grade on which they may operate. All vehicles must have safety chains on converter dollies. Vehicles must carry snow chains for each drive wheel.
Vehicle operations may be suspended in adverse weather and high winds, as determined by police or the Nevada DOT.
The shortest trailer must be in the rear of a combination unless it is heavier than the longer trailer.
Brakes must comply with all State and Federal requirements for commercial vehicles including automatic braking for separation of vehicles, parking brakes, and working lights.
Vehicles must not exceed posted speed limits and cannot operate on any highway on which they cannot at all times stay on the right side of the center line. All LCV's must keep a distance of at least 500 feet from each other.
Every full-sized truck or truck tractor used in a combination of vehicles must be equipped with at least the following emergency and safety equipment:
1. One fire extinguisher which meets “Classification B” of the National Fire Protection Association.
2. One spare light bulb for every electrical lighting device used on the rear of the last vehicle in a combination of vehicles.
3. One spare fuse for each different kind and size of fuse used in every vehicle in the combination of vehicles. If the electrical system of any vehicle in the combination contains any devices for protection of electrical circuits from overloading, other than fuses and circuit breakers which can be reset, one spare of each such device must be kept as emergency and safety equipment.
4. Any flares, reflectors or red electrical lanterns which meet State or Federal law or regulation.
Before operating a combination of vehicles on a highway of this State, the owner or operator of the combination shall certify to the Nevada DOT, on a form provided by it, that all vehicles and equipment in the combination meet the requirements of and will be operated in compliance with NAC 484.300 to 484.440, inclusive.
All axles except for steering axles and axles that weigh less than 10,000 pounds must have at least four tires unless the tire width of each tire on the axles is 14 inches or greater.
PERMIT: Permits are required and a fee is charged. They may be revoked for violation of any of the provisions of the legal regulations. The State may suspend operation on roads deemed unsafe or impracticable. Permits must be carried in the vehicle along with identification devices issued by the Nevada Department of Motor Vehicles.
ACCESS: As authorized by the Nevada DOT.
ROUTES: All NN routes, except US 93 from Nevada State route 500 to Arizona.
LEGAL CITATIONS: NRS 484.400, .405(4), .425, .430, .739, 408.100-4, .100-6(a), and 706.531. Also, “Regulations for the Operation of 70 to 105 foot Combinations” (1990).
STATE: NEVADA
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 95 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 129,000 pounds
OPERATIONAL CONDITIONS: Same as the NV-TT2 combination.
ROUTES: Same as the NV-TT2 combination.
LEGAL CITATIONS: Same as the NV-TT2 combination.
STATE: NEVADA
COMBINATION: Truck-trailer, and Truck-trailer-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 98 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, VEHICLE, and ACCESS: Same as the NV-TT2 combination.
PERMITS: Same as the NV-TT2 combination, except permits for Truck-trailer, or Truck-trailer-trailer combinations are only required when the overall length is 70 feet or more.
ROUTES: Same as the NV-TT2 combination.
LEGAL CITATIONS: Same as the NV-TT2 combination.
STATE: NEW MEXICO
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: Not applicable
MAXIMUM ALLOWABLE GROSS WEIGHT: 86,400 pounds
OPERATIONAL CONDITIONS: The cargo-carrying length restriction does not apply to this combination. The length of each trailing unit is limited to 28.5 feet. This describes a two trailing unit vehicle whose operation is guaranteed by the STAA of 1982 regardless of inter-unit spacing. As long as each trailing unit is 28.5 feet long or less, cargo-carrying length is not restricted. This combination is listed as a LCV because it can exceed the 80,000-pound threshold established in the Congressional definition. The 86,400-pound gross weight limit is grandfathered for New Mexico.
WEIGHT: Single axle = 21,600 pounds. Tandem axle = 34,200 pounds. Load per inch of tire width = 600 pounds. The total gross weight with load imposed on the highway by any vehicle or combination of vehicles where the distance between the first and last axles is less than 19 feet shall not exceed that given for the respective distances in the following table:
Distance in feet between first and last axles of group | Allowed load in pounds on group of axles
4 | 34,320
5 | 35,100
6 | 35,880
7 | 36,660
8 | 37,440
9 | 38,220
10 | 39,000
11 | 39,780
12 | 40,560
13 | 41,340
14 | 42,120
15 | 42,900
16 | 43,680
17 | 44,460
18 | 45,240
The total gross weight with load imposed on the highway by any vehicle or combination of vehicles where the distance between the first and last axles is 19 feet or more shall not exceed that given for the respective distances in the following table:
Distance in feet between first and last axles of group | Allowed load in pounds on group of axles
19 | 53,100
20 | 54,000
21 | 54,900
22 | 55,800
23 | 56,700
24 | 57,600
25 | 58,500
26 | 59,400
27 | 60,300
28 | 61,200
29 | 62,100
30 | 63,000
31 | 63,900
32 | 64,800
33 | 65,700
34 | 66,600
35 | 67,500
36 | 68,400
37 | 69,300
38 | 70,200
39 | 71,100
40 | 72,000
41 | 72,900
42 | 73,800
43 | 74,700
44 | 75,600
45 | 76,500
46 | 77,400
47 | 78,300
48 | 79,200
49 | 80,100
50 | 81,000
51 | 81,900
52 | 82,800
53 | 83,700
54 | 84,600
55 | 85,500
56 and over | 86,400
The distance between the centers of the axles shall be measured to the nearest even foot. When a fraction is exactly one-half the next larger whole number shall be used.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: No special requirements beyond normal Federal Motor Carrier or State regulations. The maximum length of the trailing units is 28.5 feet.
PERMIT: None Required.
ACCESS: STAA vehicles must be allowed reasonable access in accordance with 23 CFR 658.19.
ROUTES: All Interstate highways.
LEGAL CITATIONS:
66-7-409 NMSA 1978
66-7-410 NMSA 1978
STATE: NEW YORK
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 102 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 143,000 pounds
OPERATIONAL CONDITIONS:
WEIGHT: The following information pertains to tandem trailer combinations with either trailer more than 28.5 feet long but not more than 48 feet long. A nine-axle combination vehicle may not exceed a total maximum gross weight of 143,000 pounds. An eight-axle combination vehicle may not exceed a total maximum gross weight of 138,400 pounds. The maximum gross weight that may be carried upon any combination of units is limited by the maximum gross weight that can be carried upon the axles as follows. For a nine-axle combination: Drive axles—36,000 pounds, axles four/five—36,000 pounds, axles six/seven—27,000 pounds, and axles eight/nine—36,000 pounds. A minimum 12-foot axle spacing between the fifth and sixth axles is also required on the nine-axle LCV. For an eight-axle combination: Drive axles—36,000 pounds, axles four/five—36,000 pounds, sixth axle—22,400 pounds, and axles seven/eight—36,000 pounds. The eight-axle LCV has no minimum axle-spacing requirements. For gross weights in excess of 138,400 pounds the combination must include a tandem-axle dolly to meet the nine-axle requirements. Maximum permissible gross weight for B-train combination is 127,000 pounds.
When the gross weight of the two trailers in a tandem combination vary more than 20 percent, the heaviest of the two must be placed in the lead position.
For tandem trailer combinations in which neither trailing unit exceeds 28.5 feet in length the following maximum allowable weights apply: for a single axle—28,000 pounds (except that steering axles may not exceed 22,400 pounds), for a tandem axle—42,500 pounds, for a tri-axle—52,500 pounds. The gross weight may not exceed 100,000 pounds or the manufacturers gross weight rating, whichever is lower.
DRIVER: For operation on highways under the jurisdiction of the New York State Thruway Authority (NYSTA), except for the full length of I-84 and that portion of I-287 from Thruway exit 8 to I-95, the driver must have a commercial driver's license with the appropriate endorsement, and hold a Tandem Trailer Driver's Permit issued by the NYSTA. In order to obtain an NYSTA driver's permit, an applicant must (1) hold a valid commercial driver's license with multiple-trailer endorsement; (2) be over 26 years old, in good health, and have at least 5 years of provable experience driving tractor-trailer combinations; and (3) meet all other application requirements with regard to driving history established by the NYSTA. Qualified drivers receive a Tandem Trailer Driver's Permit for Tandem Vehicle Operation which is valid only for the operation of the certified equipment owned by the company to which the permit is issued.
For operation on highways under the jurisdiction of the New York State DOT, cities not wholly included in one county, the full length of I-84 and that portion of I-287 from Thruway exit 8 to I-95, the driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: All vehicles must meet the requirements of applicable Federal and State statutes, rules, and regulations. Vehicles operating on highways under the jurisdiction of the NYSTA, except for the full length of I-84 and that portion of I-287 from Thruway exit 8 to I-95, must also meet the following additional requirements. The tractor manufacturer and the permittee shall certify to the NYSTA prior to the approval of the tractor that it is capable of hauling the maximum permissible gross load at a speed of not less than 20 miles per hour on all portions of the thruway system.
The brakes on any vehicle, dolly converter, or combination of vehicles shall comply with 49 CFR part 393 and, in addition, any vehicle or dolly converter shall meet the provisions of the New York State Traffic Law.
Tandem trailer operations shall be equipped, at a minimum, with emergency equipment as required by 49 CFR part 393, subpart H, as amended, tire chains from October 15 to May 1 of each year, a fire extinguisher with an aggregate rating of 20BC, and each trailer with specific lamps and reflectors.
All tractors certified by the NYSTA for use with tandem trailers will be assigned an identification number by the NYSTA which must be placed on the vehicle. The number must be at least 3 inches in height and visible to a person standing at ground level opposite the driver's position in the cab.
Axle Type. Tractors to be used for hauling 110,000 pounds or more shall be equipped with tandem rear axles, both with driving power. Tractors to be used for hauling 110,000 pounds or less may have a single drive axle. Tandem combinations using single wheel tires commonly referred to as “Super Singles” are required to use triple-axle tractors, dual-axle trailers, and dual-axle dollies.
Dollies. Every converter dolly certified on and after June 1, 1968, used to convert a semitrailer to a full trailer may have either single or tandem axles at the option of the permittee. Single-axle dollies may not utilize low profile tires. Combination vehicles with a gross weight in excess of 138,400 pounds must have a tandem-axle dolly to meet the nine-axle requirement. If the distance between two semitrailers is 10 feet or more, the dolly shall be equipped with a device or the trailers connected along the sides with suitable material to indicate they are in effect one unit. The devices or connection shall be approved by the NYSTA prior to use on a tandem trailer combination. The NYSTA tandem-trailer provisions require that converter dollies shall be coupled with one or more safety chains or cables to the frame or an extension of the frame of the motor vehicle by which it is towed. Each dolly converter must also be equipped with mud flaps. Tandem combinations using a sliding fifth wheel attached to the lead trailer, known as a “B-Train” combination, will require a separate Thruway Engineer Service approval prior to the initial tandem run. Special provisions regarding B-Trains will be reviewed at the time of the application or request for use on the Thruway.
PERMIT: For operation on highways under the jurisdiction of the New York State DOT, cities not wholly included in one county, or the following highway sections under NYSTA jurisdiction; the full length of I-84 and that portion of I-287 from Thruway exit 8 to I-95, a permit to exceed the weight limits set forth in section 385(15) of the New York State Vehicle and Traffic Law must be obtained from the State DOT, city involved, or the NYSTA. A fee is charged for the permit.
For operation on highways under the jurisdiction of the NYSTA, except for the full length of I-84 and that portion of I-287 from Thruway exit 8 to I-95, companies must file an application for a Tandem Trailer Permit with the NYSTA. Permits are issued to such companies upon meeting qualifications, including insurance, for tandem combinations over 65 feet in length. No permit fee is charged; however, Thruway tolls are charged for each use of the Thruway, and the equipment must be certified by the NYSTA annually. The annual re-certification of equipment is handled by: New York State Thruway Authority, Manager of Traffic Safety Services, P.O. Box 189, Albany, New York 12201-0189
Transportation of hazardous materials is subject to special restrictions plus 49 CFR part 397 of the Federal Motor Carrier Safety Regulations.
ACCESS: For tandem trailer combinations with either trailer more than 28.5 feet long but not more than 48 feet long, the following access is available to authorized operating routes.
I-87 (New York Thruway) Access provided at Thruway Exit 21B to or from a point 1,500 feet north of the Thruway on US 9W.
I-90 (NYSTA-Berkshire Section) access provided at:
(1) Thruway Exit B-1 to or from a point 0.8 mile north of the southern most access ramp on US 9.
(2) Thruway Exit B-3 within a 2,000-foot radius of the Thruway ramps to NY 22.
I-90 (New York Thruway) access provided at:
(1) Thruway Exit 28 within a radius of 1,500 feet of the toll booth at Fultonville, New York.
(2) Thruway Exit 32 to or from a point 0.6 mile north of the Thruway along NY 233.
(3) Thruway Exit 44 to or from a point 0.8 mile from the Thruway along NY 332 and Collett Road.
(4) Thruway Exit 52 to or from:
(a) A point 1.7 miles west and south of the Thruway via Walden Avenue and NY 240 (Harlem Road);
(b) A point 0.85 mile east and south of the Thruway via Walden Avenue and a roadway purchased by the Town of Cheektowaga from Sorrento Cheese, Inc.
(5) Thruway Exit 54 to or from a point approximately 2.5 miles east and north of the Thruway via routes NY 400 and NY 277.
(6) Thruway Exit 56 to or from a point approximately 2 miles west and south of the Thruway via NY 179 and Old Mile Strip Road.
I-190 (NYSTA—Niagara Section) access provided at:
(1) Thruway Exit N1 to or from:
(a) A point 0.8 mile west of the Thruway exit along Dingens Street.
(b) A point 0.45 mile from the Thruway exit via Dingens Street and James E. Casey Drive.
(2) Thruway Exit N5 to or from a point approximately 1.0 miles south of the Thruway via Louisiana Street and South Street.
(3) Thruway Exit N15 to or from a point 0.5 mile southeast of the Thruway via NY 325 (Sheridan Drive) and Kenmore Avenue.
(4) Thruway Exit N17 to or from:
(a) A point 1.5 miles north of the Thruway on NY 266 (River Road).
(b) A point approximately 0.4 mile south of the Thruway on NY 266 (River Road).
Tandem trailer combinations in which neither trailing unit exceeds 28.5 feet in length are restricted to the Designated Qualifying and Access Highway System.
ROUTES: For tandem trailer combinations with either trailer more than 28.5 feet long, but not more than 48 feet long, the following routes are available:
From | To
I-87 (New York Thruway) | Bronx/Westchester County Line | Thruway Exit 24.
I-90 (New York Thruway) | Pennsylvania. | Thruway Exit 24.
I-90 (New York Thruway Berkshire Section) | Thruway Exit B-1 | Massachusetts.
I-190 (New York Thruway Niagara Section) | Thruway Exit 53 | Int'l Border with Canada.
NY 912M (Berkshire Connection of the New York Thruway) | Thruway Exit 21A | Thruway Exit B-1.
Tandem trailer combinations in which neither trailing unit exceeds 28.5 feet in length may operate on all NN Highways.
LEGAL CITATIONS:
Public Authorities Law—Title 9, sec. 350, et. seq. (section 361 is most relevant)
New York State Thruway Authority Rules & Regulations, sections 100.6, 100.8, and 103.13
New York State Vehicle & Traffic Law, sections 385 and 1630
STATE: NORTH DAKOTA
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 103 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 105,500 pounds
OPERATIONAL CONDITIONS:
WEIGHT: The Gross Vehicle Weight (GVW) of any vehicle or combination of vehicles is determined by the Federal Bridge Formula, including the exception for two sets of tandems spaced 36 feet apart.
No single axle shall carry a gross weight in excess of 20,000 pounds. Axles spaced 40 inches or less apart are considered one axle. Axles spaced 8 feet or more apart are considered as individual axles. The gross weight of two individual axles may be restricted by the weight formula. Spacing between axles shall be measured from axle center to axle center.
Axles spaced over 40 inches but less than 8 feet apart shall not carry a gross weight in excess of 17,000 pounds per axle. The gross weight of three or more axles in a grouping is determined by the measurement between the extreme axle centers. During the spring breakup season or on otherwise posted highways, reductions in the above axle weights may be specified.
The weight in pounds on any one wheel shall not exceed one-half the allowable axle weight. Dual tires are considered one wheel.
The weight per inch of tire width shall not exceed 550 pounds. The width of tire shall be the manufacturer's rating.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: The cargo length of a two trailing unit combination may not exceed 100 feet (when the power unit is a truck tractor) or 103 feet (when the power unit is a truck) when traveling on the NN or local highways designated by local authorities.
All hitches must be of a load-bearing capacity capable of bearing the weight of the towed vehicles. The towing vehicle must have a hitch commonly described as a fifth wheel or gooseneck design, or one that is attached to the frame.
The hitch on the rear of the vehicle connected to the towing vehicle must be attached to the frame of the towed vehicle. All hitches, other than a fifth wheel or gooseneck, must be of a ball and socket type with a locking device or a pintle hook.
The drawn vehicles shall be equipped with brakes and safety chains adequate to control the movement of, and to stop and hold, such vehicles. When the drawn vehicle is of a fifth wheel or gooseneck design, safety chains are not required.
In any truck or truck tractor and two trailer combination, the lighter trailer must always be operated as the rear trailer, except when the gross weight differential with the other trailer does not exceed 5,000 pounds.
The power unit shall have adequate power and traction to maintain a minimum speed of 15 miles per hour on all grades.
PERMIT: No permits are required for GVW of 80,000 pounds or less. Single-trip permits are required for GVW exceeding 80,000 pounds. Weather restrictions (37-06-04-06, NDAC), weight distribution on trailers (37-06-04, NDAC), and signing requirements (37-06-04-05, NDAC) are applicable.
Movements of LCV's are prohibited when:
1. Road surfaces, due to ice, snow, slush, or frost present a slippery condition which may be hazardous to the operation of the unit or to other highway users;
2. Wind or other conditions may cause the unit or any part thereof to swerve, whip, sway, or fail to follow substantially in the path of the towing vehicle; or
3. Visibility is reduced due to snow, ice, sleet, fog, mist, rain, dust, or smoke.
The North Dakota Highway Patrol may restrict or prohibit operations during periods when in its judgment traffic, weather, or other safety conditions make travel unsafe.
The last trailer in any combination must have a “LONG LOAD” sign mounted on the rear. It must be a minimum of 12 inches in height and 60 inches in length. The lettering must be 8 inches in height with 1-inch brush strokes. The letters must be black on a yellow background.
Legal width—8 feet 6 inches on all highways.
Legal height—13 feet 6 inches.
ACCESS: Access for vehicles with cargo-carrying length of 68 feet or more is 10 miles off the NN. Vehicles with a cargo-carrying length less than 68 feet may travel on all highways in North Dakota.
ROUTES: All NN routes.
LEGAL CITATIONS: North Dakota Century Code, section 38-12-04; North Dakota Administrative Code, article 37-06.
STATE: NORTH DAKOTA
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 100 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 105,500 pounds
OPERATIONAL CONDITIONS:
WEIGHT, DRIVER, PERMIT, and ACCESS: Same as the ND-TT2 combination.
VEHICLE: Same as the ND-TT2 combination, and in addition, in any combination with three trailing units the lightest trailer must always be operated as the rear trailer. For the first two trailing units the lighter trailer must always be second except when the gross weight differential with the other trailer does not exceed 5,000 pounds.
ROUTES: Same as the ND-TT2 combination.
LEGAL CITATIONS: Same as the ND-TT2 combination.
STATE: NORTH DAKOTA
COMBINATION: Truck-trailer, and Truck-trailer-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 103 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, VEHICLE, PERMIT, and ACCESS: Same as the ND-TT2 combination.
ROUTES: Same as the ND-TT2 combination.
LEGAL CITATIONS: Same as the ND-TT2 combination.
STATE: OHIO
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 102 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 127,400 pounds
OPERATIONAL CONDITIONS: Long double combination vehicles are only allowed on that portion of Ohio's Interstate System which is under the jurisdiction of the Ohio Turnpike Commission (OTC). These same vehicles are not allowed on any portion of the Interstate System under the jurisdiction of the Ohio DOT.
WEIGHT: The OTC has established the following provisions for operation:
Maximum Weight: Single axle = 21,000 pounds; tandem axle spaced 4 feet or less apart = 24,000 pounds; tandem axle spaced more than 4 feet but less than 8 feet apart = 34,000 pounds; gross weight for doubles 90 feet or less in length = 90,000 pounds; gross weight for doubles over 90 feet but less than 112 feet in length = 127,400 pounds.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement, be over 26 years of age, in good health, and shall have not less than 5 years of experience driving tractor-trailer or tractor-short double trailer motor vehicles. Such driving experience shall include experience throughout the four seasons. Drivers must comply with the applicable current requirements of the Federal Motor Carrier Safety Regulations, Federal Hazardous Materials Regulations, and the Economic and Safety regulations of the Ohio Public Utility Commission.
VEHICLE: Vehicles being operated under permit at night must be equipped with all lights and reflectors required by the Ohio Public Utilities Commission and the Federal Motor Carrier Safety Regulations, except that the trailer shall be equipped with two red tail lights and two red or amber stop lights mounted with one set on each side. Trailer and semitrailer length for doubles cannot exceed 48 feet, and mixed trailer length combinations are not allowed for combination vehicles over 90 feet in length. Combined cargo-carrying length, including the trailer hitch, cannot be less than 80 feet or more than 102 feet. The number of axles on a double shall be a minimum of five and a maximum of nine. A tractor used in the operation of a double shall be capable of hauling the maximum weight at a speed of not less than 40 miles per hour on all portions of the Turnpike.
PERMIT: A special permit is required if the vehicle is over 102 inches wide, 14 feet high, or 65 feet in length including overhang. Tractor-semitrailer-semitrailer combinations require a permit if over 75 feet in length, excluding an allowed 3-foot front overhang and a 4-foot rear overhang. For vehicles over 120 inches wide, 14 feet high, or 80 feet long or if any unit of the combination vehicle is over 60 feet in length, travel is restricted to daylight hours Monday through noon Saturday, except holidays and the day before and after holidays. Operators are restricted to daylight driving if the load overhang is more than 4 feet. A “Long Double Trailer Permit” issued by the OTC is required for operation of doubles in excess of 90 feet in length. Towing units and coupling devices shall have sufficient structural strength to ensure safe operation. Vehicles and coupling devices shall be so designed, constructed, and installed in a double as to ensure that any towed vehicles when traveling on a level, smooth paved surface will follow in the path of the towing vehicle without shifting or swerving more than 3 inches to either side of the path of the towing vehicle when the latter is moving in a straight line. Vehicle coupling devices and brakes shall meet the requirements of the Ohio Public Utilities Commission and Federal Motor Carrier Safety Regulations. The distance between the rearmost axle of a semitrailer and the front axle of the next semitrailer in a coupled double unit shall not exceed 12 feet 6 inches. In no event shall the distance between the semitrailers coupled in a double exceed 9 feet. Double and triple trailer combinations must be equipped with adequate, properly maintained spray-suppressant mud flaps on all axles except the steering axle. In the event that the gross weights of the trailers vary by more than 20 percent, they shall be coupled according to their gross weights with the heavier trailer forward. A minimum distance of 500 feet shall be maintained between double units and/or triple units except when overtaking and passing another vehicle. A double shall remain in the right-hand, outside lane except when passing or when emergency or work-zone conditions exist. When, in the opinion of the OTC, the weather conditions are such that operation of a double is inadvisable, the OTC will notify the permittee that travel is prohibited for a certain period of time.
Class A and B explosives; Class A poisons; and Class 1, 2, and 3 radioactive material cannot be transported in double trailer combinations. Other hazardous materials may be transported in one trailer of a double. The hazardous materials should be placed in the front trailer unless doing so will result in the second trailer weighing more than the first trailer.
ACCESS: Tandem trailer units shall not leave the Turnpike right-of-way and shall be assembled and disassembled only in designated areas located at Exits 4, 7, 10, 11, 13, 14, and 16.
Routes
From | To
I-76 Ohio Turnpike | Turnpike Exit 15 | Pennsylvania.
I-80 Ohio Turnpike | Turnpike Exit 8A | Turnpike Exit 15.
I-80/90 Ohio Turnpike | Indiana | Turnpike Exit 8A.
LEGAL CITATIONS: Statutory authority, as contained in Chapter 5537 of the Ohio Revised Code, to regulate the dimensions and weights of vehicles using the Turnpike.
STATE: OHIO
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 95 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 115,000 pounds
OPERATIONAL CONDITIONS: Same as the OH-TT2 combination, except as follows below, and triple trailer units may operate on any “turnpike project” as defined in Ohio Revised Code (ORC) section 5537.01 and permitted by the Ohio Turnpike and Infrastructure Commission under the program authorized in ORC 5537.16 (The Ohio Turnpike Act of 1949 and as amendedand effective prior to June 1, 1991).
WEIGHT: Gross weight for triples with an overall length greater than 90 feet but not over 105 feet in length = 115,000 pounds.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement, be over 26 years of age, in good health, and shall have not less than 5 years of experience driving double trailer combination units. Such driving experience shall include experience throughout the four seasons. Each driver must have special training on triple combinations to be provided by the Permittee.
VEHICLE: Triple trailer combination vehicles are allowed to operate on the Turnpike provided the combination vehicle is at least 90 feet long but less than 105 feet long and each trailer is not more than 28.5 feet in length. The minimum number of axles on the triple shall be seven and the maximum is nine.
PERMIT: A triple trailer permit to operate on the Turnpike is required for triple trailer combinations in excess of 90 feet in length. There is an annual fee for the permit. Class A and B explosives; Class A poisons; and Class 1, 2, and 3 radioactive material cannot be transported in triple trailer combinations. Other hazardous materials may be transported in two trailers of a triple. The hazardous materials should be placed in the front two trailers unless doing so will result in the third trailer weighing more than either one of the lead trailers. In addition, under ORC 4513 .34, ODOT and local authorities are authorized to issue special permits for oversized vehicles.
ACCESS: With two exceptions, triple trailer units shall not leave the Turnpike Project. The first exception is that triple trailer combinations are allowed on State Route 21 from I-80 Exit 11 (Ohio Turnpike) to a terminal located approximately 500 feet to the north in the town of Richfield. The second exception is for a segment of State Route 7 from Ohio Turnpike Exit 16 to 1 mile south. Triple trailer units shall not leave the Turnpike project. Section 5537.01, as discussed above defines “turnpike project” as: “(B) “Project” or “turnpike project” means . . . interchanges, entrance plazas, approaches, those portions of connecting public roads that serve interchanges and are determined by the commission and the director of transportation to be necessary for the safe merging of traffic between the turnpike project and those public roads, . . .”
Routes
From | To
I-76 Ohio Turnpike | Turnpike Exit 15 | Pennsylvania.
I-80 Ohio Turnpike | Turnpike Exit 8A | Turnpike Exit 15.
I-80/90 Ohio Turnpike | Indiana | Turnpike Exit 8A.
OH-7 | Turnpike Exit 16 | Extending 1 mile south.
LEGAL CITATIONS: Same as the OH-TT2 combination.
STATE: OKLAHOMA
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 110 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 90,000 pounds
OPERATIONAL CONDITIONS:
WEIGHT: Single axle = 20,000 pounds; tandem axle = 34,000 pounds; gross vehicle weight = 90,000 pounds. The total weight on any group of two or more consecutive axles shall not exceed the amounts shown in Table 1.
Table 1—Oklahoma Allowable Axle Group Weight
Axle Spacing (ft) | Maximum load (lbs) by axle group
2 Axles | 3 Axles | 4 Axles | 5 Axles | 6 Axles
4 | 34,000
5 | 34,000
6 | 34,000
7 | 34,000
8 | 34,000 | 42,000
9 | 39,000 | 42,500
10 | 40,000 | 43,500
11 | 44,000
12 | 45,000 | 50,000
13 | 45,500 | 50,500
14 | 46,500 | 51,500
15 | 47,000 | 52,000
16 | 48,000 | 52,500 | 58,000
17 | 48,500 | 53,500 | 58,500
18 | 49,500 | 54,000 | 59,000
19 | 50,000 | 54,500 | 60,000
20 | 51,000 | 55,500 | 60,500 | 66,000
21 | 51,500 | 56,000 | 61,000 | 66,500
22 | 52,500 | 56,500 | 61,500 | 67,000
23 | 53,000 | 57,500 | 62,500 | 68,000
24 | 54,000 | 58,000 | 63,000 | 68,500
25 | 54,500 | 58,500 | 63,500 | 69,000
26 | 56,000 | 59,500 | 64,000 | 69,500
27 | 57,500 | 60,000 | 65,000 | 70,000
28 | 59,000 | 60,500 | 65,500 | 71,000
29 | 60,500 | 61,500 | 66,000 | 71,500
30 | 62,000 | 62,000 | 66,500 | 72,000
31 | 63,500 | 63,500 | 67,000 | 72,500
32 | 64,000 | 64,000 | 68,000 | 73,500
33 | 64,500 | 68,500 | 74,000
34 | 65,000 | 69,000 | 74,500
35 | 66,000 | 70,000 | 75,000
36 | 68,000 | 70,500 | 75,500
37 | 68,000 | 71,000 | 76,000
38 | 69,000 | 72,000 | 77,000
39 | 70,000 | 72,500 | 77,500
40 | 71,000 | 73,000 | 78,000
41 | 72,000 | 73,500 | 78,500
42 | 73,000 | 74,000 | 79,000
43 | 73,280 | 75,000 | 80,000
44 | 73,280 | 75,500 | 80,500
45 | 73,280 | 76,000 | 81,000
46 | 73,280 | 76,500 | 81,500
47 | 73,500 | 77,500 | 82,000
48 | 74,000 | 78,000 | 82,000
49 | 74,500 | 78,500 | 83,500
50 | 75,500 | 79,000 | 84,000
51 | 76,000 | 80,000 | 84,500
52 | 76,500 | 80,500 | 85,000
53 | 77,500 | 81,000 | 86,000
54 | 78,000 | 81,500 | 86,500
55 | 78,500 | 82,500 | 87,000
56 | 79,500 | 83,000 | 87,500
57 | 80,000 | 83,500 | 88,000
58 | 84,000 | 89,000
59 | 85,000 | 89,500
60 | 85,500 | 90,000
DRIVER: All drivers must have a commercial driver's license with the appropriate endorsement and must meet the requirements of the Federal Motor Carrier Safety Regulations (49 CFR parts 390-397). State requirements more stringent and not in conflict with Federal requirements take precedence.
VEHICLE: All vehicles must meet the requirements of applicable Federal and State statutes, rules, and regulations. Vehicles and load shall not exceed 102 inches in width on the Interstate System and four-lane divided highways. Maximum semitrailer length is 53 feet.
Multiple trailer combinations must be stable at all times during braking and normal operation. A multiple trailer combination when traveling on a level, smooth, paved surface must follow in the path of the towing vehicle without shifting or swerving more than 3 inches to either side when the towing vehicle is moving in a straight line. Heavier trailers are to be placed to the front in multiple trailer combinations.
PERMIT: An annual special authorization permit is required for tandem trailer vehicles operating on the Interstate System having a gross weight of more than 80,000 pounds. A fee is charged for the special authorization permit.
ACCESS: Access is allowed from legally available routes (listed below) to service facilities and terminals within a 5-mile radius. Access is also authorized on two-lane roadways which connect multi-lane divided highways when such connection does not exceed 15 miles.
ROUTES: Doubles with 29-foot trailers may use any route on the NN. Doubles with at least one trailer or semitrailer over 29 feet in length are limited to the Interstate and other multi-lane divided highways listed below.
From | To
I-35 | Texas | Kansas.
I-40 | Texas | Arkansas.
I-44 | Texas | Missouri.
I-235 | Entire length in Oklahoma City
I-240 | Entire length in Oklahoma City
I-244 | Entire length in Tulsa
I-444 | Entire length in Tulsa
I-40 Bus | I-40 Exit 119 | US 81 El Reno.
US 60 | I-35 Exit 214 | US 177 Ponca City.
US 62 | US 69 Muskogee | OK 80 Ft. Gibson.
US 62 | I-44 Exit 39A Lawton | OK 115 Cache.
US 64 | Cimarron Turnpike | I-244 Tulsa.
US 64 | I-35 Exit 186 Perry | US 77 Perry.
US 64 | I-40 Exit 325 Roland | Arkansas.
US 69 | Texas | I-44 (Will Rogers Tpk.) Exit 282.
US 70 | OK 76 Wilson | I-35 Exits 31A-B Ardmore.
US 75 | I-40 Exits 240A-B Henryetta | I-244 Exit 2 Tulsa.
US 75 | I-44 Exits 6A-B Tulsa | Dewey.
US 77 | I-35 Exit 141 Edmond | 3.5 mi. W of I-35.
US 81 | I-44 (Bailey Tpk.) Exit 80 | South Intersection OK 7 Duncan.
US 81 | OK 51 Hennessey | 11.5 mi. N of US 412.
US 169 | OK 51 Tulsa | OK 20 Collinsville.
US 270 | Indian Nation Tpk. Exit 4 | US 69 McAlester.
US 270 | OK 9 Tecumseh | I-40 Exit 181.
US 271 | Texas | Indian Nation Tpk. Hugo.
US 412 | I-44 Exit 241 Catoosa | US 69.
US 412 | OK 58 Ringwood | I-35 Exits 194A-B.
US 412 | US 69 Chouteau | OK 412 B.
OK 3 | I-44 Exit 123 | Oklahoma/Canadian County Line.
OK 3A | OK 3 Oklahoma City | I-44 Exit 125B Oklahoma City.
OK 7 | I-44 Exits 36A-B | OK 65 Pumpkin Center.
OK 7 | I-35 Exit 55 | US 177 Sulphur.
OK 7 | South intersection US 81 Duncan | 7.5 mi. E of US 81.
OK 9 | I-35 Exit 108A | US 77 Norman.
OK 11 | I-35 Exit 222 | US 177 Blackwell.
OK 11 | US 75 Tulsa | I-244 Exit 12B.
OK 33 | US 77 Guthrie | I-35 Exit 157 Guthrie.
OK 51 | I-35 Exit 174 | US 177 Stillwater.
OK 51 | I-44 Exit 231 Tulsa | Muskogee Tpk. Broken Arrow.
OK 165 | Connecting two sections of the Muskogee Turnpike at Muskogee
OK 165 | US 64/Bus. US 64 Muskogee | Muskogee Tpk.
Cimarron Tpk | I-35 Exit 194 | US 64.
Cimarron Tpk Conn | US 177 Stillwater | Cimarron Tpk.
Indian Nation Turnpike | US 70/271 Hugo | I-40 Exits 240A-B Henryetta.
Muskogee Tpk | OK 51 Broken Arrow | US 62/OK 165 Muskogee.
Muskogee Tpk | OK 165 Muskogee | I-40 Exit 286 Webber's Falls.
LEGAL CITATIONS:
Title 47 1981 O.S. 14-101
Title 47 1990 O.S. 14-103, -109, and -116
DPS Size and Weight Permit Manual 595:30.
STATE: OKLAHOMA
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 95 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 90,000 pounds
OPERATIONAL CONDITIONS:
WEIGHT and ACCESS: Same as the OK-TT2 combination.
DRIVER: Same as the OK-TT2 combination except that in addition, a driver of a three trailing unit combination must have had at least 2 years of experience driving tractor-trailer combinations.
VEHICLE: All vehicles must meet the requirements of applicable Federal and State statutes, rules, and regulations. Vehicle and load shall not exceed 102 inches in width on the Interstate System and other four-lane divided highways. Maximum unit length of triple trailers is 29 feet. Truck tractors pulling triple trailers must have sufficient horsepower to maintain a minimum speed of 40 miles per hour on the level and 20 miles per hour on grades under normal operation conditions. Heavy-duty fifth wheels, pick-up plates equal in strength to the fifth wheel, solid kingpins, no-slack hitch connections, mud flaps and splash guards, and full-width axles are required on triple trailer combinations. All braking systems must comply with State and Federal requirements.
Multiple trailer combinations must be stable at all times during braking and normal operation. A multiple trailer combination when traveling on a level, smooth paved surface must follow in the path of the towing vehicle without shifting or swerving more than 3 inches to either side when the towing vehicle is moving in a straight line. Heavier trailers are to be placed to the front in multiple trailer combinations.
PERMIT: An annual special combination permit is required for the operation of triple-trailer combinations on the Interstate System and other four-lane divided primary highways. This permit also authorizes such combinations to exceed 80,000 pounds on the Interstate System.
The permit holder must certify that the driver of a triple-trailer combination is qualified. Operators of triple-trailer combinations must maintain a 500-foot following distance and must drive in the right lane, except when passing or in an emergency.
Speed shall be reduced and extreme caution exercised when operating triple-trailer combinations under hazardous conditions, such as those caused by snow, wind, ice, sleet, fog, mist, rain, dust, or smoke. When conditions become sufficiently dangerous, as determined by the company or driver, operations shall be discontinued and shall not resume until the vehicle can be safely operated. The State may restrict or prohibit operations during periods when, in the State's judgment, traffic, weather, or other safety conditions make such operations unsafe or inadvisable.
Class A and B explosives; Class A poisons; Class 1, 2, and 3 radioactive material; and any other material deemed to be unduly hazardous by the U.S. Department of Transportation cannot be transported in triple-trailer combinations.
A fee is charged for the annual special authorization permit.
ROUTES: Same as the OK-TT2 combination.
LEGAL CITATIONS:
Title 47 1981 O.S. 14-101
Title 47 1990 O.S. 14-109, -116, -121
DPS Size and Weight Permit Manual 595:30.
STATE: OREGON
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 68 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 105,500 pounds
OPERATIONAL CONDITIONS:
WEIGHT: Maximum allowable weights are as follows: single wheel—10,000 pounds, single axle—20,000 pounds, tandem axle—34,000 pounds. Gross vehicle weights over 80,000 pounds must follow the Oregon extended weight table, with a maximum of 105,500 pounds. Weight is also limited to 600 pounds per inch of tire width.
EXTENDED WEIGHT TABLE
Gross weights over 80,000 pounds are authorized only when operating under the authority of a Special Transportation Permit.
MAXIMUM ALLOWABLE WEIGHTS
1. The maximum allowable weights for single axles and tandem axles shall not exceed those specified under ORS 818.010.
2. The maximum allowable weight for groups of axles spaced at 46 feet or less apart shall not exceed those specified under ORS 818.010.
3. The maximum weights for groups of axles spaced at 47 feet or more and the gross combined weight for any combination of vehicles shall not exceed those set forth in the following table:
Axle spacing in feet | Maximum gross weight in pounds on
5 Axles | 6 Axles | 7 Axles | 8 or More axles
47 | 77,500 | 81,000 | 81,000 | 81,000
48 | 78,000 | 82,000 | 82,000 | 82,000
49 | 78,500 | 83,000 | 83,000 | 83,000
50 | 79,000 | 84,000 | 84,000 | 84,000
51 | 80,000 | 84,500 | 85,000 | 85,000
52 | 80,500 | 85,000 | 86,000 | 86,000
53 | 81,000 | 86,000 | 87,000 | 87,000
54 | 81,500 | 86,500 | 88,000 | 91,000
55 | 82,500 | 87,000 | 89,000 | 92,000
56 | 83,000 | 87,500 | 90,000 | 93,000
57 | 83,500 | 88,000 | 91,000 | 94,000
58 | 84,000 | 89,000 | 92,000 | 95,000
59 | 85,000 | 89,500 | 93,000 | 96,000
60 | 85,500 | 90,000 | 94,000 | 97,000
61 | 86,000 | 90,500 | 95,000 | 98,000
62 | 87,000 | 91,000 | 96,000 | 99,000
63 | 87,500 | 92,000 | 97,000 | 100,000
64 | 88,000 | 92,500 | 97,500 | 101,000
65 | 88,500 | 93,000 | 98,000 | 102,000
66 | 89,000 | 93,500 | 98,500 | 103,000
67 | 90,000 | 94,000 | 99,000 | 104,000
68 | 90,000 | 95,000 | 99,500 | 105,000
69 | 90,000 | 95,500 | 100,000 | 105,500
70 | 90,000 | 96,000 | 101,000 | 105,500
71 | 90,000 | 96,500 | 101,500 | 105,000
72 | 90,000 | 96,500 | 102,000 | 105,500
73 | 90,000 | 96,500 | 102,500 | 105,500
74 | 90,000 | 96,500 | 103,000 | 105,500
75 | 90,000 | 96,500 | 104,000 | 105,500
76 | 90,000 | 96,500 | 104,500 | 105,500
77 | 90,000 | 96,500 | 105,000 | 105,500
78 | 90,000 | 96,500 | 105,500 | 105,500
Distance measured to nearest foot; when exactly one-half foot, take next larger number.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: For a combination which includes a truck tractor and two trailing units, the lead trailing unit (semitrailer) may be up to 40 feet long. The second trailing unit may be up to 35 feet long. However, the primary control is the total cargo-carrying distance which has a maximum length of 68 feet. Any towed vehicles in a combination must be equipped with safety chains or cables to prevent the towbar from dropping to the ground in the event the coupling fails. The chains or cables must have sufficient strength to control the towed vehicle in the event the coupling device fails and must be attached with no more slack than necessary to permit proper turning. However, this requirement does not apply to a fifth-wheel coupling if the upper and lower halves of the fifth wheel must be manually released before they can be separated.
PERMIT: A permit is required for operation if the gross combination weight exceeds 80,000 pounds. A fee is charged. Permitted movements must have the lighter trailing unit placed to the rear, and use splash and spray devices when operating in rainy weather. Movement is not allowed when road surfaces are hazardous due to ice or snow, or when other atmospheric conditions make travel unsafe.
ACCESS: As allowed by the Oregon DOT.
ROUTES: All NN routes.
LEGAL CITATIONS: ORS 810.010, ORS 810.030 through 810.060, and ORS 818.010 through 818.235.
STATE: OREGON
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 96 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 105,500 pounds
OPERATIONAL CONDITIONS:
WEIGHT, DRIVER, PERMIT, and ACCESS: Same as the OR-TT2 combination.
VEHICLE: Trailing units must be of reasonably uniform in length. The overall length of the combination is limited to 105 feet. Any towed vehicles in a combination must be equipped with safety chains or cables to prevent the towbar from dropping to the ground in the event the coupling fails. The chains or cables must have sufficient strength to control the towed vehicle in the event the coupling device fails and must be attached with no more slack than necessary to permit proper turning. However, this requirement does not apply to a fifth-wheel coupling if the upper and lower halves of the fifth wheel must be manually released before they can be separated.
ROUTES: The following NN routes are also open to truck tractor and three trailing unit combinations.
From | To
I-5 | California | Washington.
I-105 | Entire length in the Eugene-Springfield area
I-205 | Jct. I-5 | Washington.
I-405 | Entire length in Portland
I-82 | Washington | Jct. I-84.
I-84 | Jct. I-5 | Idaho.
US 20 | Jct OR 22/OR 126 Santiam Junction | US 26 Vale.
US 20 | East Jct OR 99E Albany | I-5 Exit 233.
US 26 | US 101 Cannon Beach Junction | OR 126 Prineville.
US 20/26 | Vale | Idaho.
US 30 | US 101 Astoria | I-405 Exit 3 Portland.
US 95 | Nevada | Idaho.
SPUR US 95 | OR 201 | Idaho.
US 97 | California | Washington.
US 101 | US 30 Astoria | US 26 Cannon Beach Jct.
US 101 | OR 18 Otis | US 20 Newport.
US 101 | Bandon | North city limit Coos Bay.
US 197 | I-84 Exit 87 The Dalles | Washington.
US 395 | I-82 Exit 1 Umatilla | I-84 Exit 188 Stanfield.
US 395 | US 26 John Day | OR 140 Lakeview.
US 730 | I-84 Exit 168 | Washington.
OR 6 | US 101 Tillamook | US 26 near Banks.
OR 8 | OR 47 Forest Grove | OR 217 Beaverton.
OR 11 | Washington | Mission Cutoff near Pendleton.
OR 18 | US 101 Otis | OR 99W Dayton.
OR 19 | I-84 Exit 137 | South 2.5 miles.
OR 22 | OR 18 near Willamena | OR 99E Salem.
OR 22 | I-5 Exit 253 | Jct US 20/OR 126 Santiam Jct.
OR 31 | US 97 La Pine | US 395 Valley Falls.
OR 34 | Jct US 20/OR 99W Corvallis | I-5 Exit 228.
OR 35 | I-84 Exit 64 | Mt. Hood Hood River.
OR 39 | OR 140 East of Klamath Falls | California.
OR 58 | I-5 Exit 188 Goshen | US 97 near Chemult.
OR 62 | OR 99 Medford | OR 140 White City.
OR 78 | Jct US 20/ US 395 Burns | US 95 Burns Junction.
OR 99 | I-5 Exit 58 Grants Pass | I-5 Exit 48 Rogue River.
OR 99 | I-5 Exit 192 Eugene | Jct OR 99E/ OR 99W Junction City.
OR 99E | I-5 Exit 307 Portland | I-205 Exit 9 Oregon City.
OR 99E | I-5 Exit 233 Albany | Tangent.
OR 99E | OR 228 Halsey | Harrisburg.
OR 99W | Jct US 20/OR 34 Corvallis | I-5 Exit 294 Portland.
OR 126 | US 20 Sisters | US 26 Prineville.
OR 138 | I-5 Exit 136 Sutherlin | East 2 miles.
OR 140 | OR 62 White City | Jct US 97/OR 66 Klamath Falls.
OR 201 | Jct US 20/US 26 | SPUR US 95 Cairo Junction.
OR 207 | I-84 Exit 182 | OR 74 Lexington.
OR 207/OR 74 | Jct OR 207/OR 74 Lexington | Jct OR 207/ OR 74/OR 206 Heppner.
OR 212 | I-205 Exit 12 | US 26 Boring.
OR 214 | I-5 Exit 271 Woodburn | OR 99E Woodburn.
OR 217 | I-5 Exit 292 Tigard | US 26 Beaverton.
OR 224 | OR 99E Milwaukie | I-205 Exit 13.
LEGAL CITATIONS: Same as the OR-TT2 combination.
STATE: OREGON
COMBINATION: Truck-trailer
LENGTH OF CARGO-CARRYING UNITS: 70 feet, 5 inches.
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, ACCESS, ROUTES, AND LEGAL CITATIONS: Same as OR-TT2 combination.
VEHICLE: The truck or trailer may be up to 40 feet long not to exceed 75 feet overall. The truck may have a built-in hoist to load cargo. Any towed vehicle in a combination must be equipped with safety chains or cables to prevent the towbar from dropping to the ground in the event the coupling fails. The chains or cables must have sufficient strength to control the towed vehicle in the event the coupling device fails and must be attached with no more slack than necessary to permit proper turning. However, this requirement does not apply to a fifth-wheel coupling if the upper and lower halves of the fifth wheel must be manually released before they can be separated.
PERMIT: No overlength permit required.
STATE: PENNSYLVANIA
COMBINATION: Truck tractor and 2 trailing units
LENGTH OF THE CARGO-CARRYING UNITS: 57 feet
OPERATIONAL CONDITIONS:
WEIGHT: The maximum gross weight is 100,000 pounds.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: A semitrailer, or the trailer of a tandem trailer combination, may not be longer than 28 1/2 feet. A tandem combination—including the truck tractor, semitrailer and trailer—which exceeds 85 feet in length is considered a Class 9 vehicle which requires a special permit to travel on the Turnpike System. In tandem combinations, the heaviest trailer shall be towed next to the truck tractor.
PERMIT: None required except for a Class 9 vehicle.
Routes
From | To
I-76 Pennsylvania Turnpike Mainline | Ohio | Turnpike Exit 75.
I-76/1-70 Pennsylvania Turnpike Mainline | Turnpike Exit 75 | Turnpike Exit 161.
I-76 Pennsylvania Turnpike Mainline | Turnpike Exit 161 | Turnpike Exit 326.
1-276 Pennsylvania Turnpike Mainline | Turnpike Exit 326 | I-95 Interchange.
I-95 interchange Pennsylvania Turnpike Mainline | I-95 Interchange | New Jersey.
I-476 Pennsylvania Turnpike Northeastern Extension | Turnpike Exit 20 | Turnpike Exit 131.
I-376 Pennsylvania Turnpike Beaver Valley Expressway | Turnpike Exit 15 | Turnpike Exit 31.
Pennsylvania Turnpike 66 Greensburg Bypass | Turnpike Exit 0 | Turnpike Exit 14.
Pennsylvania Turnpike 43 Mon/Fayette Expressway (I-68 to Route 43) | West Virginia | Turnpike Exit M8.
Pennsylvania Turnpike 43 Mon/Fayette Expressway (Uniontown to Brownsville) | Turnpike Exit M 15 | Turnpike Exit M28.
Pennsylvania Turnpike 43 Mon/Fayette Expressway (US-40 to PA-51) | Turnpike Exit M30 | Turnpike Exit M54.
Pennsylvania Turnpike 43 Mon/Fayette Expressway (PA-51 to I-376/Monroeville) | Turnpike Exit M54 | I-376/Monroeville.
Pennsylvania Turnpike 576 Southern Beltway (I-376 to US-22) | Turnpike Exit S1 | Turnpike Exit S6.
Pennsylvania Turnpike 576 Southern Beltway (US-22 to I-79) | Turnpike Exit S6 | I-79.
Pennsylvania Turnpike 576 Southern Beltway (I-79 to Mon/Fayette Expressway) | I-79 | Pennsylvania Turnpike 43 Mon/Fayette Expressway.
LEGAL CITATIONS: Pennsylvania Vehicle Code, 75 Pa.C.S. § 6110(a); Pennsylvania Code, 67 Pa. Code, Chapter 601.
State: South Dakota.
Combination: Truck tractor and two trailing units—LCV.
Length of Cargo-Carrying Units: 100 feet.
Maximum Allowable Gross Weight: 129,000 pounds.
Operational Conditions:
Weight: For all combinations, the maximum gross weight on two or more consecutive axles is limited by the Federal Bridge Formula but cannot exceed 129,000 pounds. The weight on single axles or tandem axles spaced 40 inches or less apart may not exceed 20,000 pounds. Tandem axles spaced more than 40 inches but 96 inches or less may not exceed 34,000 pounds. Two consecutive sets of tandem axles may carry a gross load of 34,000 pounds each, provided the overall distance between the first and last axles of the tandems is 36 feet or more. The weight on the steering axle may not exceed 600 pounds per inch of tire width.
For combinations with a cargo-carrying length greater than 81.5 feet the following additional regulations also apply. The weight on all axles (other than the steering axle) may not exceed 500 pounds per inch of tire width. Lift axles and belly axles are not considered load-carrying axles and will not count when determining allowable vehicle weight.
Driver: The driver must have a commercial driver's license with the appropriate endorsement.
Vehicle: For all combinations, a semitrailer or trailer may neither be longer than nor weigh 3,000 pounds more than the trailer located immediately in front of it. Towbars longer than 19 feet must be flagged during daylight hours and lighted at night.
For combinations with a cargo-carrying length of 81.5 feet or less, neither trailer may exceed 45 feet, including load overhang. Vehicles may be 12 feet wide when hauling baled feed during daylight hours.
For combinations with a cargo-carrying length over 81.5 feet long, neither trailer may exceed 48 feet, including load overhang. Loading the rear of the trailer heavier than the front is not allowed. All axles except the steering axle require dual tires. Axles spaced 8 feet or less apart must weigh within 500 pounds of each other. The trailer hitch offset may not exceed 6 feet. The maximum effective rear trailer overhang may not exceed 35 percent of the trailer's wheelbase. The power unit must have sufficient power to maintain 40 miles per hour. A “LONG LOAD” sign measuring 18 inches high by 7 feet long with black on yellow lettering 10 inches high is required on the rear. Offtracking is limited to 8.75 feet for a turning radius of 161 feet.
Offtracking Formula = 161−[161 2−(L1 2 + L2 2 + L3 2 + L4 2 + L5 2 + L6 2 + L7 2 + L8 2)] 1/2
Note.
L1 through L8 are measurements between points of articulation or vehicle pivot points. Squared dimensions to stinger steer points of articulation are negative. For two trailing unit combinations where at least one trailer is 45 feet long or longer, all the dimensions used to calculate offtracking must be written in the “Permit Restriction” area of the permit along with the offtracking value derived from the calculation.
Permit: For combinations with a cargo-carrying length of 81.5 feet or less, a single-trip permit is required for movement on the Interstate System if the gross vehicle weight exceeds 80,000 pounds. An annual or single-trip permit is required for hauling baled feed over 102 inches wide.
For combinations with a cargo-carrying length greater than 81.5 feet, a single-trip permit is required for all movements. Operations must be discontinued when roads are slippery due to moisture, visibility must be good, and wind conditions must not cause trailer whip or sway.
For all combinations, a fee is charged for any permit.
Access: For combinations with a cargo-carrying length of 81.5 feet or less, access is statewide off the NN unless restricted by the South Dakota DOT.
For combinations with a cargo-carrying length greater than 81.5 feet, access to operating routes must be approved by the South Dakota DOT.
Routes: Combinations with a cargo-carrying length of 81.5 feet or less may use all NN routes. Combinations with a cargo-carrying length over 81.5 feet, are restricted to the Interstate System and:
Highway | From | To
US12 | North Dakota State Line | Jct I-29 at Summit.
US14 | Jct US83 at Ft. Pierre | Jct US14B in Pierre.
US14 | Jct US14B east of Pierre | W Jct US14 Bypass at Brookings.
US14B | Jct US14 in Pierre | Jct US14 east of Pierre.
US14B | W Jct US14 at Brookings | Jct I-29 Exit 133 at Brookings.
US16B | Jct SD79 south of Rapid City | Jct I-90 at Rapid City.
US18 | E Jct US18B at Hot Springs | Jct US385 at Oelrichs.
US18B | W Jct US18 at Hot Springs | E Jct US18 at Hot Springs.
US212 | Wyoming State Line | Jct US85 at Belle Fourche.
US212 | W Jct US83 west of Gettysburg | E Jct US83 west of Gettysburg.
US212 | W Jct US281 in Redfield | E Jct US281 in Redfield.
US281 | Jct I-90 Exit 310 at Plankinton | S Jct US14 west of Huron.
US281 | Jct US14 north of Wolsey | W Jct US212 in Redfield.
US281 | E Jct US212 in Redfield | North Dakota State Line.
US83 | Jct I-90 near Vivian | Jct US14 at Ft. Pierre.
US83 | Jct US14 east of Pierre | W Jct US212 west of Gettysburg.
US83 | E Jct US212 west of Gettysburg | Jct US12 south of Selby.
US83 | Jct US12 west of Selby | North Dakota State Line.
US85 | I-90 Exit 10 at Spearfish | North Dakota State Line.
SD34 | W Jct SD37 | E Jct SD37.
SD37 | Jct I-90 at Mitchell | E Jct SD34.
SD37 | W Jct SD34 | Jct US14 at Huron.
SD50 | Burleigh Street in Yankton | Jct I-29 Exit 26.
SD79 | Jct US18 & US385 at Oelrichs | Jct US16B south of Rapid City.
Legal Citations: SDCL 32-22-8.1, -38, -39, -41, -42, and -52; and Administrative Rules 70:03:01:37,:47,:48, and:60 through:70.
STATE: SOUTH DAKOTA
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF CARGO-CARRYING UNITS: 100 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 129,000 pounds
OPERATIONAL CONDITIONS:
WEIGHT, DRIVER, PERMIT, and ACCESS: Same as the SD-TT2 combination.
VEHICLE: Same as the SD-TT2 combination, except trailer lengths are limited to 28.5 feet, including load overhang, and the overall length cannot exceed 110 feet, including load overhang.
ROUTES: Same as the SD-TT2 combination with a cargo-carrying length over 81.5 feet.
LEGAL CITATIONS: SDCL 32-22-14.14, -38, -39, -42, and -52; and Administrative Rules 70:03:01:60 through :70.
STATE: SOUTH DAKOTA
COMBINATION: Truck-Trailer
LENGTH OF CARGO-CARRYING UNITS: 73 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, and PERMIT: Same as the SD-TT2 combination.
VEHICLE: Same as the SD-TT2 combination except that in addition, the overall length including load overhang is limited to 80 feet. Trailer length is not limited.
ACCESS: Same as the access provisions for the SD-TT2 combination with a cargo-carrying length of 81.5 feet or less.
ROUTES: Same as the route provisions for the SD-TT2 combination with a cargo-carrying length of 81.5 feet or less.
LEGAL CITATIONS: SDCL 32-22-8.1, -38, -39, -41, -42, and -52; and Administrative Rules 70:03:01:37, :47, and :48.
STATE: SOUTH DAKOTA
COMBINATION: Truck-Trailer
LENGTH OF CARGO-CARRYING UNITS: 78 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, and PERMIT: Same as the SD-TT2 combination.
VEHICLE: Same as the SD-TT2 combination with a cargo-carrying length over 81.5 feet, except that in addition, the overall length is limited to 85 feet.
ACCESS: Same as the access provisions for the SD-TT2 combination with a cargo-carrying length greater than 81.5 feet.
ROUTES: Same as the route provisions for the SD-TT2 combination with a cargo-carrying length greater than 81.5 feet.
LEGAL CITATIONS: SDCL 32-22-38, -39, -42, and -52; and Administrative Rules 70:03:01:60 through :70.
STATE: UTAH
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 95 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 129,000 pounds
OPERATIONAL CONDITIONS:
WEIGHT: Weight limits are as follows:
Single axle: 20,000 pounds
Tandem axle: 34,000 pounds
Gross weight: 129,000 pounds
Vehicles must comply with the Federal Bridge Formula
Tire loading on vehicles requiring an overweight or oversize permit shall not exceed 500 pounds per inch of tire width for tires 11 inches wide and greater, and 450 pounds per inch of tire width for tires less than 11 inches wide as designated by the tire manufacturer on the side wall of the tire. Tire loading on vehicles not requiring an overweight or oversize permit shall not exceed 600 pounds per inch of tire width as designated by the tire manufacturer on the sidewall.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement. Carriers must certify that their drivers have a safe driving record and have passed a road test administered by a qualified safety supervisor.
VEHICLE: While in transit, no trailer shall be positioned ahead of another trailer which carries an appreciably heavier load. An empty trailer shall not precede a loaded trailer. Vehicles shall be powered to operate on level terrain at speeds compatible with other traffic. They must be able to maintain a minimum speed of 20 miles per hour under normal operating conditions on any grade of 5 percent or less over which the combination is operated and be able to resume a speed of 20 miles per hour after stopping on any such grade, except in extreme weather conditions.
Oversize signs are required on vehicles in excess of 75 feet in length on two-lane highways.
A heavy-duty fifth wheel is required. All fifth wheels must be clean and lubricated with a light-duty grease prior to each trip. The fifth wheel must be located in a position which provides adequate stability. Pick-up plates must be of equal strength to the fifth wheel. The kingpin must be of a solid type and permanently fastened. Screw-out or folding-type kingpins are prohibited.
All hitch connections must be of a no-slack type, preferably a power-actuated ram. Air-actuated hitches which are isolated from the primary air transmission system are recommended.
The drawbar length should be the practical minimum consistent with the clearances required between trailers for turning and backing maneuvers.
Axles must be those designed for the width of the body.
All braking systems must comply with State and Federal requirements. In addition, fast air transmission and release valves must be provided on all semitrailer and converter-dolly axles. A brake force limiting valve, sometimes called a “slippery road” valve, may be provided on the steering axle. Anti-sail type mud flaps are recommended.
The use of single tires on any combination vehicle requiring an overweight or oversize permit shall not be allowed on single axles. A single axle is defined as one having more than 8 feet between it and the nearest axle or group of axles on the vehicle.
When traveling on a level, smooth paved surface, the trailing units must follow in the path of the towing vehicle without shifting or swerving more than 3 inches to either side when the towing vehicle is moving in a straight line. Each combination shall maintain a minimum distance of 500 feet from another commercial vehicle traveling in the same direction on the same highway. Loads shall be securely fastened to the transporter with material and devices of sufficient strength to prevent the load from becoming loose, detached, dangerously displaced, or in any manner a hazard to other highway users. The components of the load shall be reinforced or bound securely in advance of travel to prevent debris from being blown off the unit and endangering the safety of the traveling public. Any debris from the special permit vehicle deposited on the highway shall be removed by the permittee.
Bodily injury and property damage insurance is required before a special Transportation Permit will be issued.
In the event any claim arises against the State of Utah, Utah Department of Transportation, Utah Highway Patrol, or their employees from the operation granted under the permit, the permittee shall agree to indemnify and hold harmless each of them from such claim.
PERMIT: Permits must be purchased. The Utah DOT Motor Carrier Safety Division will, on submission of an LCV permit request, assign an investigator to perform an audit on the carrier, which must have an established safety program that is in compliance with the Federal Motor Carrier Safety Regulations (49 CFR parts 387-399), the Federal Hazardous Materials Regulations (49 CFR parts 171-178), and a “Satisfactory” safety rating. The request must show a travel plan for the operation of the vehicles. Permits are subject to Highway Patrol supervision and permitted vehicles may be subject to temporary delays or removed from the highways when necessary during hazardous road, weather, or traffic conditions. The permit will be cancelled without refund if violated. Expiration dates cannot be extended except for reasons beyond the control of the permittee, including adverse weather. Permits are void if defaced, modified, or obliterated. Lost or destroyed permits cannot be duplicated and are not transferable.
ACCESS: Routes approved by the Utah DOT plus local delivery destination travel on two-lane roads.
ROUTES: For combinations with a cargo-carrying length of 85 feet or less, all NN routes. Combinations with a cargo-carrying length over 85 feet are restricted to the following NN routes:
From | To
I-15 | Arizona | Idaho.
I-70 | Jct. I-15 | Colorado.
I-80 | Nevada | Wyoming.
I-84 | Idaho | Jct. I-80.
I-215 | Entire length in the Salt Lake City area
UT-201 | I-80 Exit 102 Lake Point Jct | 300 West Street, Salt Lake City.
LEGAL CITATIONS:
Utah Code 27-12-154 and -155; Utah Administrative Code, Section R-909-1.
STATE: UTAH
COMBINATION: Truck tractor and 3 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 95 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 129,000 pounds
OPERATIONAL CONDITIONS: Same as the UT-TT2 combination.
ROUTES: Same as the UT-TT2 combination with a cargo-carrying length greater than 85 feet.
LEGAL CITATIONS: Same as the UT-TT2 combination.
STATE: UTAH
COMBINATION: Truck-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 88 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, VEHICLE, PERMIT, and ACCESS: Same as the UT-TT2 combination.
ROUTES:
1. Truck-trailer combinations hauling bulk gasoline or LP gas: cargo-carrying length less than or equal to 78 feet, all NN routes; cargo-carrying lengths over 78 feet up to and including 88 feet, same as UT-TT2 with cargo-carrying length over 85 feet.
2. All other truck-trailer combinations: cargo-carrying length less than or equal to 70 feet, all NN routes; cargo-carrying lengths over 70 feet up to and including 78 feet, same as UT-TT2 with cargo-carrying length over 85 feet.
LEGAL CITATIONS: Same as the UT-TT2 combination.
STATE: UTAH
COMBINATION: Truck-trailer-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 88 feet
OPERATIONAL CONDITIONS: Same as the Utah truck-trailer combination.
ROUTES: Same as the UT-TT2.
LEGAL CITATIONS: Same as the UT-TT2 combination.
STATE: UTAH
COMBINATION: Automobile transporter
LENGTH OF THE CARGO-CARRYING UNITS: 105 feet
OPERATIONAL CONDITIONS:
WEIGHT, DRIVER, PERMIT, and ACCESS: Same as the Utah truck-trailer combination.
VEHICLE: The cargo-carrying length of automobile transporters that carry vehicles on the power unit is the same as the overall length.
ROUTES: For automobile transporters with a cargo-carrying length of 92 feet or less, all NN routes. Automobile transporters with a cargo-carrying length over 92 feet up to and including 105 feet, same as UT-TT2 with cargo-carrying length over 85 feet.
LEGAL CITATIONS: Same as the UT-TT2 combination.
STATE: WASHINGTON
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 68 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 105,500 pounds
OPERATIONAL CONDITIONS:
WEIGHT: Single axle limit = 20,000 pounds; tandem axle limit = 34,000 pounds; gross weight must comply with the Federal Bridge Formula.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: Operating conditions are the same for permitted doubles as for STAA of 1982 doubles.
PERMIT: Combinations with a cargo-carrying length over 60 feet in length but not exceeding 68 feet must obtain an annual overlength permit to operate. A fee is charged.
ACCESS: All State routes except SR 410 and SR 123 in or adjacent to Mt. Rainier National Park. In addition, restrictions may be imposed by local governments having maintenance responsibilities for local highways.
ROUTES: All NN routes except SR 410 and SR 123 in the vicinity of Mt. Rainier National Park.
LEGAL CITATIONS:
RCW 46.37, 46.44.030, .037(3), .041, and .0941.
STATE: WASHINGTON
COMBINATION: Truck-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 68 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, PERMIT, and ACCESS: Same as the WA-TT2 combination.
VEHICLE: Overall length limited to 75 feet.
ROUTES: Same as the WA-TT2 combination.
LEGAL CITATIONS: Same as the WA-TT2 combination.
STATE: WYOMING
COMBINATION: Truck tractor and 2 trailing units—LCV
LENGTH OF THE CARGO-CARRYING UNITS: 81 feet
MAXIMUM ALLOWABLE GROSS WEIGHT: 117,000 pounds
OPERATIONAL CONDITIONS:
WEIGHT: No single axle shall carry a load in excess of 20,000 pounds. No tandem axle shall carry a load in excess of 36,000 pounds. No triple axle, consisting of three consecutive load-bearing axles that articulate from an attachment to the vehicle including a connecting mechanism to equalize the load between axles having a spacing between the first and third axle of at least 96 inches and not more than 108 inches, shall carry a load in excess of 42,500 pounds. No vehicles operated on the Interstate System shall exceed the maximum weight allowed by application of Federal Bridge Weight Formula B.
No wheel shall carry a load in excess of 10,000 pounds. No tire on a steering axle shall carry a load in excess of 750 pounds per inch of tire width and no other tire on a vehicle shall carry a load in excess of 600 pounds per inch of tire width. “Tire width” means the width stamped on the tire by the manufacturer.
Dummy axles may not be considered in the determination of allowable weights.
DRIVER: The driver must have a commercial driver's license with the appropriate endorsement.
VEHICLE: The lead semitrailer can be up to 48 feet long with the trailing unit up to 40 feet long. In a truck tractor-semitrailer-trailer combination, the heavier towed vehicle shall be directly behind the truck-tractor and the lighter towed vehicle shall be last if the weight difference between consecutive towed vehicles exceeds 5,000 pounds.
PERMITS: No permits required.
ACCESS: Unlimited access off the NN to terminals.
ROUTES: All NN routes.
LEGAL CITATIONS:
WS 31-5-1001, -1002, -1004, -1008, and WS 31-17-1-1 through 31-17-117.
STATE: WYOMING
COMBINATION: Truck-trailer
LENGTH OF THE CARGO-CARRYING UNITS: 78 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, PERMIT, and ACCESS: Same as the WY-TT2 combination.
VEHICLE: No single vehicle shall exceed 60 feet in length within an overall limit of 85 feet.
ROUTES: Same as the WY-TT2 combination.
LEGAL CITATIONS:
WS 31-5-1002
STATE: WYOMING
COMBINATION: Automobile/Boat Transporter
LENGTH OF CARGO CARRYING UNITS: 85 feet
OPERATIONAL CONDITIONS:
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, PERMIT, and ACCESS: Same as the WY-TT2 combination.
VEHICLE: The cargo-carrying length of automobile transporters that carry vehicles on the power unit is the same as the overall length. No single vehicle shall exceed 60 feet in length within an overall limit of 85 feet.
ROUTES: Same as the WY-TT2 combination.
LEGAL CITATIONS: Same as the WY-TT2 combination.
STATE: WYOMING
COMBINATION: Saddlemount Combination
LENGTH OF CARGO CARRYING UNITS: 85 feet
WEIGHT: This combination must operate in compliance with State laws and regulations. Because it is not an LCV, it is not subject to the ISTEA freeze as it applies to maximum weight.
DRIVER, PERMIT, and ACCESS: Same as the WY-TT2 combination.
VEHICLE: The cargo-carrying length of saddlemount combinations that carry vehicles on the power unit is the same as the overall length. No single vehicle shall exceed 60 feet in length within an overall limit of 85 feet.
No more than three saddlemounts may be used in any combination, except additional vehicles may be transported when safely loaded upon the frame of a vehicle in a properly assembled saddlemount combination.
Towed vehicles in a triple saddlemount combination shall have brakes acting on all wheels which are in contact with the roadway.
All applicable State and Federal rules on coupling devices shall be observed and complied with.
ROUTES: Same as the WY-TT2 combination.
LEGAL CITATIONS: Same as the WY-TT2 combination.
[59 FR 30422, June 13, 1994, as amended at 60 FR 15215, Mar. 22, 1995; 60 FR 16571, Mar. 31, 1995; 62 FR 10181, Mar. 5, 1997; 63 FR 70653, Dec. 22, 1998; 67 FR 15110, Mar. 29, 2002; 77 FR 32014, May 31, 2012; 83 FR 49488, Oct. 2, 2018; 84 FR 43688, Aug. 22, 2019]
Appendix D to Part 658 Devices That Are Excluded From Measurement of the Length or Width of a Commercial Motor Vehicle
The following devices are excluded from measurement of the length or width of a commercial motor vehicle, as long as they do not carry property and do not exceed the dimensional limitations included in § 658.16. This list is not exhaustive.
1. All devices at the front of a semitrailer or trailer including, but not limited to, the following:
(a) A device at the front of a trailer chassis to secure containers and prevent movement in transit;
(b) A front coupler device on a semitrailer or trailer used in road and rail intermodal operations;
(c) Aerodynamic devices, air deflector;
(d) Air compressor;
(e) Certificate holder (manifest box);
(f) Door vent hardware;
(g) Electrical connector;
(h) Gladhand;
(i) Handhold;
(j) Hazardous materials placards and holders;
(k) Heater;
(l) Ladder;
(m) Non-load carrying tie-down devices on automobile transporters;
(n) Pickup plate lip;
(o) Pump offline on tank trailer;
(p) Refrigeration unit;
(q) Removable bulkhead;
(r) Removable stakes;
(s) Stabilizing jack (anti-nosedive device);
(t) Stake pockets;
(u) Step;
(v) Tarp basket;
(w) Tire carrier; and
(x) Uppercoupler.
2. Devices excluded from length measurement at the rear of a semitrailer or trailer including, but not limited to, the following:
(a) Handhold;
(b) Hazardous materials placards and holders;
(c) Ladder;
(d) Pintle hook;
(e) Removable stakes;
(f) Splash and spray suppression device;
(g) Stake pockets; and
(h) Step.
3. Devices excluded from width determination, not to exceed 3 inches from the side of the vehicle including, but not limited to, the following:
(a) Corner caps;
(b) Hazardous materials placards and holders;
(c) Lift pads for trailer on flatcar (piggyback) operation;
(d) Rain gutters;
(e) Rear and side door hinges and their protective hardware;
(f) Side marker lamps;
(g) Structural reinforcement for side doors or intermodal operation (limited to 1 inch from the side within the 3 inch maximum extension);
(h) Tarping systems for open-top trailers;
(i) Movable devices to enclose the cargo area of flatbed semitrailers or trailers, usually called tarping systems, where no component part of the system extends more than 3 inches from the sides or back of the vehicle when the vehicle is in operation. This exclusion applies to all component parts of tarping systems, including the transverse structure at the front of the vehicle to which the sliding walls and roof of the tarp mechanism are attached, provided the structure is not also intended or designed to comply with 49 CFR 393.106, which requires a headerboard strong enough to prevent cargo from penetrating or crushing the cab; the transverse structure may be up to 108 inches wide if properly centered so that neither side extends more than 3 inches beyond the structural edge of the vehicle. Also excluded from measurement are side rails running the length of the vehicle and rear doors, provided the only function of the latter, like that of the transverse structure at the front of the vehicle, is to seal the cargo area and anchor the sliding walls and roof. On the other hand, a headerboard designed to comply with 49 CFR 393.106 is load bearing and thus limited to 102 inches in width. However, the “wings” designed to close the gap between such a headerboard and the movable walls and roof of a tarping system are width exclusive, provided they are add-on pieces designed to bear only the load of the tarping system itself and are not integral parts of the load-bearing headerboard structure;
(j) Tie-down assembly on platform trailers;
(k) Wall variation from true flat; and
(l) Weevil pins and sockets on low-bed trailers.
[67 FR 15110, Mar. 29, 2002]
PART 660 SPECIAL PROGRAMS (DIRECT FEDERAL)
Authority: 23 U.S.C. 210, 315; 49 CFR 1.48.
A Subparts A-D [Reserved]
Subpart E Defense Access Roads
Authority: 23 U.S.C. 210, 315; 49 CFR 1.48(b).
Source: 49 FR 21924, May 24, 1984, unless otherwise noted.
§ 660.501 Purpose.
The purpose of this regulation is to prescribe policies and procedures governing evaluations of defense access road needs, and administration of projects financed under the defense access roads and other defense related special highway programs.
§ 660.503 Objectives.
The defense access roads program provides a means by which the Federal Government may pay its fair share of the cost of:
(a) Highway improvements needed for adequate highway service to defense and defense related installations;
(b) New highways to replace those which must be closed to permit establishment or expansion of defense installations;
(c) Repair of damage to highways caused by major military maneuvers;
(d) Repair of damages due to the activities of contractors engaged in the construction of missile sites; and
(e) Missile routes to ensure their continued ability to support the missile transporter-erector (TE) vehicle.
§ 660.505 Scope.
This regulation focuses on procedures as they apply to the defense access roads and other special highway programs of the Department of Defense (DOD).
§ 660.507 Definitions.
(a) Defense installation. A military reservation or installation, or defense related industry or source of raw materials.
(b) Military Traffic Management Command (MTMC). The military transportation agency with responsibilities assigned by the Secretary of Defense for maintaining liaison with the Federal Highway Administration (FHWA) and other agencies for the integration of defense needs into the Nation's highway program.
(c) Certification. The statement to the Secretary of Transportation by the Secretary of Defense (or such other official as the President may designate) that certain roads are important to the national defense.
(d) Access road. An existing or proposed public highway which is needed to provide essential highway transportation services to a defense installation. (This definition may include public highways through military installations only when right-of-way for such roads is dedicated to public use and the roads are maintained by civil authority.)
(e) Replacement road. A public road constructed to replace one closed by establishment of a new, or the expansion of an old, defense installation.
(f) Maneuver area road. A public road in an area delineated by official orders for field maneuvers or exercises of military forces.
(g) Transporter-erector route. A public road specifically designated for use by the TE vehicle for access to missile sites.
§ 660.509 General principles.
(a) State and local highway agencies are expected to assume the same responsibility for developing and maintaining adequate highways to permanent defense installations as they do for highways serving private industrial establishments or any other permanent traffic generators. The Federal Government expects that highway improvements in the vicinity of defense installations will receive due priority consideration and treatment as State and local agencies develop their programs of improvement. The FHWA will provide assistance, as requested by MTMC, to ascertain State program plans for improvements to roads serving as access to defense installations. Roads which serve permanent defense installations and which qualify under established criteria as Federal-aid routes should be included in the appropriate Federal-aid system.
(b) It is recognized that problems may arise in connection with the establishment, expansion, or operation of defense installations which create an unanticipated impact upon the long-range requirements for the development of highways in the vicinity. These problems can be resolved equitably only by Federal assistance from other than normal Federal-aid highway programs for part or all of the cost of highway improvements necessary for the functioning of the installation.
§ 660.511 Eligibility.
(a) The MTMC has the responsibility for determining the eligibility of proposed improvements for financing with defense access roads funds. The evaluation report will be furnished to MTMC for its use in making the determination of eligibility and certification of importance to the national defense. The criteria upon which MTMC will base its determination of eligibility are included in the Federal-Aid Highway Program Manual, Volume 6, Chapter 9, Section 5, Attachment 2. 1
1 This document is available for inspection and copying from the FHWA headquarters and field offices as prescribed by 49 CFR part 7, appendix D.
(b) If the project is determined to be eligible for financing either in whole or in part with defense access road funds, MTMC will certify the project as important to the national defense and will authorize expenditure of defense access road funds. The Commander, MTMC, is the only representative of the DOD officially authorized to make the certification required by section 210, title 23, U.S.C., in behalf of the Secretary of Defense.
§ 660.513 Standards.
(a) Access roads to permanent defense installations and all replacement roads shall be designed to conform to the same standards as the agency having jurisdiction is currently using for other comparable highways under similar conditions in the area. In general, where the agency having jurisdiction does not have established standards, the design shall conform to American Association of State Highway and Transportation Officials (AASHTO) standards. Should local agencies desire higher standards than are currently being used for other comparable highways under similar conditions in the area, they shall finance the increases in cost.
(b) Access roads to temporary military establishments or for service to workers temporarily engaged in construction of defense installations should be designed to the minimum standards necessary to provide service for a limited period without intolerable congestion and hazard. As a guide, widening to more than two lanes generally will not be undertaken to accommodate anticipated one-way, peak-hour traffic of less than 1,200 vehicles per hour and resurfacing or strengthening of existing pavements will be held to the minimum type having the structural integrity to carry traffic for the short period of anticipated use.
§ 660.515 Project administration.
(a) Determination of the agency best able to accomplish the location, design, and construction of the projects covered by this regulation will be made by the FHWA Division Administrator after consultation with the State and/or local highway agency within whose jurisdiction the highway lies. When an agency other than the State or local highway agency is selected to administer the project, the Division Administrator will be responsible during the life of the project for any necessary coordination between the selected agency and the State or local highway agency.
(b) Defense access road projects under the supervision of a State or local highway agency, whether on or off the Federal-aid system, shall be administered in accordance with Federal-aid procedures, as modified specifically herein or as limited by the delegations of authority to Regional and Division Administrators, unless approval of other procedures has been obtained from Washington Headquarters Office of Direct Federal Programs (HDF-1).
(c) The Division Administrator shall have a firm commitment from the State or local highway agency, within whose jurisdiction the access road lies, that it will accept the responsibility for maintenance of the completed facility before authorization of acquisition of right-of-way or construction of a project.
(d) When defense access road funds are available for a pro-rata portion of the total project cost, the remaining portion of the project may be funded as a Federal-aid project if on a Federal-aid route. Defense access road funds shall not be substituted for the State's matching share of the Federal-aid portion of a project.
§ 660.517 Maneuver area roads.
(a) Claims by a highway agency for costs incurred to restore, to their former condition, roads damaged by maneuvers involving a military force at least equal in strength to a ground division or an air wing will be paid from funds appropriated for the maneuver and transferred to FHWA by the DOD agency. Defense access road funds may be used to reimburse the highway authority pending transfer of funds by the DOD agency.
(b) Costs incurred by State or local highway authorities while conducting a pre- or post-condition survey may be included in the claim to DOD for direct settlement or in the damage repair project as appropriate.
§ 660.519 Missile installations and facilities.
Should damage occur to public highways as a result of construction activities, the contractor would normally be held responsible for restoring the damages. However, should the contractor deny responsibility on the basis of contract terms, restoration is provided for under 23 U.S.C. 210(h).
(a) Restoration under the contract. (1) The highway agency having jurisdiction over the road shall take appropriate actions, such as load and speed restrictions, to protect the highway. When extensive damage is anticipated and the contractor under the terms of the contract is responsible, it may be necessary to require a performance bond to assure restoration.
(2) If the contractor does not properly maintain the roads when requested in writing, the highway agency having jurisdiction over the road shall perform extraordinary maintenance as necessary to keep the roads serviceable and maintain adequate supporting records of the work performed. Claims shall be presented to the contractor for this extraordinary maintenance and any other work required to restore the roads. If the contractor denies responsibility on the basis of the contract terms, the claim with the required supporting documentation shall be presented to the contracting officer for disposition and arrangement for reimbursement.
(b) Restoration under 23 U.S.C. 210(h). (1) To implement 23 U.S.C. 210(h), DOD must make the determination that a contractor for a missile installation or facility did not include in the bid the cost of repairing damage caused to public highways by the operation of the contractor's vehicles and equipment. The FHWA must then make the determination that the State highway agency is, or has been, unable to prevent such damage by restrictions upon the use of the highways without interference with, or delay in, the completion of the contract. If these determinations are made, the Division Administrator will be authorized by the Washington Headquarters to reimburse the highway agency for the cost of the work necessary to keep the roads in a serviceable condition.
(2) Upon receipt of a damage claim, division office representatives accompanied by representatives of the agencies that made the original condition survey will inspect the roads on which damage is claimed. The Division Administrator shall then prepare an estimate of the cost of restoring the roads to original condition as well as any documented cost for extraordinary maintenance for which reimbursement has not been received. No allowance for upgrading the roads shall be included.
PART 661 TRIBAL TRANSPORTATION FACILITY BRIDGE PROGRAM (TTFBP)
Authority: 23 U.S.C. 120(j) and (k), 202, and 315; 49 CFR 1.81, 1.84, 1.85; 23 CFR part 490, subpart D.
Source: 89 FR 57082, July 12, 2024, unless otherwise noted.
§ 661.1 What is the purpose of this regulation?
The purpose of this regulation is to prescribe policies for project selection and fund allocation procedures for administering the Tribal Transportation Facility Bridge Program (TTFBP).
§ 661.3 Who must comply with this regulation?
Tribes must comply with this regulation in applying for TTFBP funds for planning, design, engineering, pre-construction, construction, and inspection of new or replacement Tribal Transportation Facility (TTF) bridges classified as in poor condition, having low load capacity, or needing geometric improvements.
§ 661.5 What definitions apply to this regulation?
The following definitions apply to this regulation:
Approach roadway means the portion of the highway immediately adjacent to the bridge that affects the geometrics of the bridge, including the horizontal and vertical curves and grades required to connect the existing highway alignment to the new bridge alignment using accepted engineering practices and ensuring that all safety standards are met.
Construction engineering (CE) is the supervision, inspection, and other activities required to ensure the project construction meets the project's approved acceptance specifications, including but not limited to: additional survey staking functions considered necessary for effective control of the construction operations; testing materials incorporated into construction; checking shop drawings; and measurements needed for the preparation of pay estimates.
National Bridge Inventory (NBI) means an FHWA database containing bridge information and inspection data for all structures defined as highway bridges located on all public roads, on and off Federal-aid highways, including Tribally owned and federally owned bridges, private bridges that are connected to a public road on both ends of the bridge, temporary bridges, and bridges under construction with portions open to traffic, that are subject to the National Bridge Inspection Standards.
National Tribal Transportation Facility Inventory (NTTFI) means at a minimum, transportation facilities that are eligible for assistance under the TTP as defined in 25 CFR 170.5.
Operating rating means the maximum permissible live load to which the structure may be subjected for the load configuration used in the load rating. Allowing unlimited numbers of vehicles to use the bridge at operating level may shorten the life of the bridge.
Plans, specifications, and estimates (PS&E) means construction drawings, compilation of provisions, and construction project cost estimates for the performance of the prescribed scope of work.
Preliminary engineering (PE) means planning, survey, design, engineering, and preconstruction activities (including archaeological, environmental, and right-of-way activities) related to a specific bridge project.
Public road means any road or street under the jurisdiction of and maintained by a public authority and open to public travel.
Rehabilitation means major work required to restore the structural integrity of a bridge, as well as work necessary to correct major safety defects. FHWA Bridge Preservation Guide, Spring 2018 Edition.
Replacement means total replacement of an existing bridge with a new facility constructed in the same general traffic corridor. FHWA Bridge Preservation Guide, Spring 2018 Edition.
Tribal Transportation Facility (TTF) means a public highway, road, bridge, trail, transit system, or other approved facility that is located on or provides access to Tribal land and appears on the NTTFI.
TTF bridge means a structure located on the NTTFI, including supports, erected over a depression or an obstruction, such as water, a highway, or a railway, and having a track or passageway for carrying traffic or other moving loads, and having an opening measured along the center of the roadway of more than 20 feet between undercopings of abutments or spring lines of arches, or extreme ends of the openings for multiple boxes; it may also include multiple pipes, where the clear distance between openings is less than half of the smaller contiguous opening.
§ 661.7 What is the TTFBP?
The TTFBP, as established under 23 U.S.C. 202(d), is a nationwide priority program for improving TTF bridges classified as in poor condition, having low load capacity, or needing geometric improvements.
§ 661.9 What is the total funding available for the TTFBP?
The funding source and amount is specified by law, which is subject to change. Due to the complex nature of the funding for the TTFBP, please refer to the applicable statute and applicable FHWA guidance, which can be found on the FHWA's TTFBP website.
§ 661.11 When do TTFBP funds become available?
TTFBP funds are authorized at the start of each fiscal year but are subject to Office of Management and Budget apportionment before they become available to FHWA for further distribution.
§ 661.13 How long are these funds available?
TTFBP funds for each fiscal year are available for obligation for the year authorized plus 3 years (a total of 4 years).
§ 661.15 What are the eligible activities for TTFBP funds?
TTFBP funds can be used:
(a) To carry out any planning (including safety inspection of in-service bridges), design, engineering, preconstruction, construction, and construction inspection of new or replacement TTF bridges;
(b) To replace, rehabilitate, seismically retrofit, paint, apply calcium magnesium acetate, sodium acetate/formate, or other environmentally acceptable, minimally corrosive anti-icing and deicing composition;
(c) To implement countermeasures, including scour countermeasures, for TTF bridges classified as scour critical or in poor condition, having a low load capacity, or needing geometric improvements, including multiple-pipe culverts; or
(d) To demolish the old bridge if a bridge is replaced under the TTFBP.
§ 661.17 What are the criteria for bridge eligibility?
(a) For bridge replacement or rehabilitation, TTF bridges are required to meet the following:
(1) Must meet the definition of a TTF bridge;
(2) Be classified as a Tribal transportation facility;
(3) Be classified as in poor condition, have low load capacity, or need highway geometric improvements;
(4) Be recorded in the NBI maintained by FHWA;
(b) For new bridge construction, TTF bridges are required to meet the following:
(1) Be classified as a Tribal transportation facility;
(2) Be a public bridge that meets the definition of a TTF bridge and recorded in the NBI after project completion.
§ 661.19 When is a bridge eligible for replacement?
To be eligible for replacement, a TTF bridge must be in poor condition, have low load capacity, or need highway geometric improvements.
§ 661.21 When is a bridge eligible for rehabilitation?
To be eligible for rehabilitation, a TTF bridge must be in poor or fair condition, have low load capacity, or need highway geometric improvements.
§ 661.23 How will a bridge project be programmed for funding once eligibility has been determined?
(a) All projects will be ranked and prioritized for funding after a completed application package is received and accepted by FHWA. At that time, the project will be acknowledged as either BIA and Tribally owned, or non-BIA/non-Tribally owned and placed in either a PE or a construction queue.
(b) All projects will be ranked and prioritized based on the following criteria:
(1) Bridge condition with bridges in poor condition having precedence over bridges in fair condition, and bridges in fair condition having precedence over bridges in good condition;
(2) Operating rating for bridges in poor condition with lower operating rating having precedence over higher operating rating;
(3) Bridges on school bus routes;
(4) New bridge construction;
(5) Bypass detour length;
(6) Annual average daily traffic; and
(7) Annual average daily truck traffic.
(c) Queues will carryover from fiscal year to fiscal year as made necessary by the amount of annual funding made available.
(d) TTF bridges will be classified as good, fair, or poor based on the following criteria:
(1) Good: When the lowest rating of the 3 NBI items for a bridge (Deck Condition Rating, Superstructure Condition Rating, Substructure Condition Rating) is 7, 8, or 9, the bridge will be classified as good. When the rating of the NBI item for a culvert (Culvert Condition Rating) is 7, 8, or 9, the culvert will be classified as good.
(2) Fair: When the lowest rating of the three NBI items for a bridge is 5 or 6, the bridge will be classified as fair. When the rating of the NBI item for a culvert is 5 or 6, the culvert will be classified as fair.
(3) Poor: When the lowest rating of the three NBI items for a bridge is 4, 3, 2, 1, or 0, the bridge will be classified as poor. When the rating of the NBI item for a culvert is 4, 3, 2, 1, or 0, the culvert will be classified as poor. A poor condition bridge with a lower condition rating will have precedence over a poor condition bridge with a higher condition rating.
§ 661.25 What does a complete application package for PE consist of and how does the project receive funding?
(a) A complete application package for PE consists of the following:
(1) The certification checklist;
(2) Tribal Transportation Program (TTP) transportation improvement program (TIP);
(3) Project scope of work;
(4) Detailed cost for PE;
(5) NBI data; and
(6) An acknowledgment by the Tribe of the project specific funding requirements and that any excess funds will be returned to FHWA for further distribution.
(b) For non-BIA/non-Tribally owned TTF bridges, the application package must also include a Tribal resolution supporting the project.
(c) Incomplete application packages will be disapproved and returned for revision and resubmission along with an explanation providing the reason for disapproval.
(d) The TTF bridge projects for PE will be placed in the queue and determined as eligible for funding after receipt by FHWA of a complete application package.
(e) Funding for the approved eligible projects on the queues will be made available to the Tribes, under a TTP Program agreement between FHWA and a Tribal government, or the Secretary of the Interior upon availability of program funding at FHWA.
§ 661.27 What does a complete application package for construction consist of and how does the project receive funding?
(a) A complete application package for construction consists of the following:
(1) A copy of the approved PS&E;
(2) The certification checklist;
(3) NBI data;
(4) The TTP TIP;
(5) All environmental and archeological clearances and complete grants of public rights-of-way that must be acquired prior to submittal of the construction application package; and
(6) An acknowledgment by the Tribe of the project specific funding requirements and that any excess funds will be returned to FHWA for further distribution.
(b) For non-BIA/non-Tribally owned TTF bridges, the application package must also include a copy of a letter from the bridge's owner approving the project and its PS&E and a Tribal resolution supporting the project.
(c) Incomplete application packages will be disapproved and returned for revision and resubmission along with an explanation providing the reason for disapproval.
(d) The TTF bridge projects for construction will be placed in the queue and determined as eligible for funding after receipt by FHWA of a complete application package.
(e) Funding for the approved eligible projects in the queues will be made available to the Tribes, under a TTP Program Agreement between FHWA and a Tribal government, or the Secretary of the Interior upon availability of program funding at FHWA.
§ 661.29 How does ownership impact project selection?
(a) Primary consideration will be given to eligible projects on BIA and Tribally owned TTF bridges. A smaller percentage of available funds will be set aside for non-BIA/non-Tribally owned TTF bridges, since States and counties have access to Federal-aid and other funding to design, replace, and rehabilitate their bridges.
(b) The program policy will be to maximize the number of TTF bridges participating in the TTFBP in a given fiscal year regardless of ownership.
§ 661.31 Do TTF bridge projects have to be listed on an approved TTP TIP?
Yes. All TTF bridge projects must be listed on an approved FHWA TTP TIP. TTF bridge projects included in the TTP TIP that are not fiscally constrained may still be included as a list of projects dependent upon the availability of additional resources, also known as an “illustrative list”.
§ 661.33 What percentage of TTFBP funding is available for PE and construction?
(a) Up to 15 percent of the funding made available in any fiscal year will be eligible for PE. The remaining funding in any fiscal year will be available for construction.
(b) At various times during the fiscal year, FHWA will review the TTFBP funding and may shift funds between PE and construction funds to maximize the number of projects funded and the overall effectiveness of the program.
§ 661.35 What percentage of TTFBP funding is available for use on BIA and Tribally owned TTF bridges, and for non-BIA/non-Tribally owned TTF bridges?
(a) Up to 80 percent of the available funding made available for PE and construction in any fiscal year will be eligible for use on BIA and Tribally owned TTF bridges. The remaining funding in any fiscal year will be made available for PE and construction for use on non-BIA/non-Tribally owned TTF bridges.
(b) At various times during the fiscal year, FHWA will review the projects awaiting funding and may shift funds between BIA and Tribally owned, and non-BIA/non-Tribally owned bridge projects to maximize the number of projects funded and the overall effectiveness of the program.
§ 661.37 What are the funding limitations on an individual TTF bridge project?
The following funding provisions apply in administration of the TTFBP:
(a) There are no funding limitations on an individual TTF bridge application, but the PE estimated cost will be based on the following fee scale:
Estimated Construction Cost:
Up to $1,000,000—Use up to 20% for PE
$1,000,000 to $5,000,000—Use up to 15%-20% for PE
$5,000,000 to $10,000,000—Use up to 10%-15% for PE
Over $10,000,000—Use up to 10% for PE
(b) Requests for additional funds for PE or construction may be submitted along with proper justification to FHWA for consideration. The request will be considered on a case-by-case basis. There is no guarantee for the approval of the request for additional funds.
§ 661.39 How are project cost overruns funded?
(a) A request for additional TTFBP funds for cost overruns on a specific bridge project must be submitted to Bureau of Indian Affairs Division of Transportation (BIADOT) and FHWA for approval. The written submission must include a justification, an explanation as to why the overrun occurred, and the amount of additional funding required with supporting cost data. If approved by FHWA and BIADOT, the request will be placed at the top of the appropriate queue (with a contract modification request having a higher priority than a request for additional funds for a project award) and funding may be provided if available.
(b) Project cost overruns may also be funded out of the Tribe's regular TTP construction funding.
§ 661.41 After a bridge project has been completed (either PE or construction) what happens with the excess or surplus funding?
Since the funding is project specific, once a bridge design or construction project has been completed under this program, any excess or surplus funding is returned to FHWA for use on additional approved TTF bridge projects.
§ 661.43 Can other sources of funds be used to finance a queued project in advance of receipt of TTFBP funds?
Yes. A Tribe can use other sources of funds, including TTP construction funds, on a project that has been approved for funding and placed on the queue and then be reimbursed when TTFBP funds become available. If TTP construction funds are used for this purpose, the funds must be identified on an FHWA approved TTP TIP prior to their expenditure.
§ 661.45 What happens when TTFBP funds cannot be obligated by the end of the fiscal year?
The TTFBP funds from the Highway Trust Fund (HTF) provided to a project that cannot be obligated by the end of the fiscal year are to be returned to FHWA during August redistribution. The returned funds will be re-allocated to the BIA the following fiscal year after FHWA receives and accepts a formal request for the funds from BIA, which includes a justification for the amounts requested and the reason for the failure of the prior year obligation.
§ 661.47 Can routine bridge maintenance be performed with TTFBP funds?
No. Routine bridge maintenance repairs, e.g., guard rail repair, repair of traffic control devices, striping, cleaning scuppers, deck sweeping, snow and debris removal, etc., are not eligible uses of TTFBP funding. The U.S. Department of the Interior's annual allocation for maintenance as well as TTP construction funds are eligible funding sources for routine bridge maintenance.
§ 661.49 Can TTFBP funds be spent on Interstate, State Highway, County, City, Township, and Toll Road TTF bridges?
Yes. Interstate, State Highway, County, City, Township, and Toll Road TTF bridges are eligible for funding as described in § 661.37(b).
§ 661.51 Can TTFBP funds be used for the approach roadway to a bridge?
Yes, costs associated with approach roadway work, as defined in § 661.5 are eligible. Long approach fills, causeways, connecting roadways, interchanges, ramps, and other extensive earth structures, when constructed beyond an attainable touchdown point, are not eligible uses of TTFBP funds.
§ 661.53 What standards should be used for bridge design?
(a) New and replacement. New and replacement structures must meet the current geometric, construction, and structural standards required for the types and volumes of projected traffic on the facility over its design life consistent with 25 CFR part 170, subpart D, appendix B.
(b) Rehabilitation. Bridges to be rehabilitated, at a minimum, should conform to the standards referenced in 25 CFR part 170, subpart D, appendix B.
§ 661.55 How are BIA and Tribally owned in-service TTF bridges inspected?
The BIA and Tribally owned in-service TTF bridges are inspected in accordance with 25 CFR 170.513 through 170.514.
§ 661.57 What should be done with a BIA and Tribal bridge in poor condition if the Indian Tribe does not support the project?
The restrictions set forth in 25 CFR 170.114(a)(1) shall apply.
PART 667 PERIODIC EVALUATION OF FACILITIES REPEATEDLY REQUIRING REPAIR AND RECONSTRUCTION DUE TO EMERGENCY EVENTS
Authority: Sec. 1315(b) of Pub. L. 112-141, 126 Stat. 405; 23 U.S.C. 109, 144, and 315; 49 CFR 1.85.
Source: 81 FR 73267, Oct. 24, 2016, unless otherwise noted.
§ 667.1 Statewide evaluation.
Each State, acting through its department of transportation (State DOT), shall conduct statewide evaluations to determine if there are reasonable alternatives to roads, highways, and bridges that have required repair and reconstruction activities on two or more occasions due to emergency events. The evaluations shall be conducted in accordance with the requirements in this part.
§ 667.3 Definitions.
For purposes of this part:
Catastrophic failure means the sudden failure of a major element or segment of a road, highway, or bridge due to an external cause. The failure must not be primarily attributable to gradual and progressive deterioration or lack of proper maintenance.
Evaluation means an analysis that includes identification and consideration of any alternative that will mitigate, or partially or fully resolve, the root cause of the recurring damage, the costs of achieving the solution, and the likely duration of the solution. The evaluations shall consider the risk of recurring damage and cost of future repair under current and future environmental conditions. These considerations typically are a part of the planning and project development process.
Emergency event means a natural disaster or catastrophic failure resulting in an emergency declared by the Governor of the State or an emergency or disaster declared by the President of the United States.
Reasonable alternatives include options that could partially or fully achieve the following:
(1) Reduce the need for Federal funds to be expended on emergency repair and reconstruction activities;
(2) Better protect public safety and health and the human and natural environment; and
(3) Meet transportation needs as described in the relevant and applicable Federal, State, local, and tribal plans and programs. Relevant and applicable plans and programs include the Long-Range Statewide Transportation Plan, Statewide Transportation Improvement Plan (STIP), Metropolitan Transportation Plan(s), and Transportation Improvement Program(s) (TIP) that are developed under part 450 of this title.
Repair and reconstruction means work on a road, highway, or bridge that has one or more reconstruction elements. The term includes permanent repairs such as restoring pavement surfaces, reconstructing damaged bridges and culverts, and replacing highway appurtenances, but excludes emergency repairs as defined in 23 CFR 668.103.
Roads, highways, and bridges means a highway, as defined in 23 U.S.C. 101(a)(11), that is open to the public and eligible for financial assistance under title 23, U.S.C.; but excludes tribally owned and federally owned roads, highways, and bridges.
§ 667.5 Data time period, availability, and sources.
(a) The beginning date for every evaluation under this part shall be January 1, 1997. The end date must be no earlier than December 31 of the year preceding the date on which the evaluation is due for completion. Evaluations should cover a longer period if useful data is reasonably available. Subject to the timing provisions in § 667.7, evaluations must include any road, highway, or bridge that, on or after January 1, 1997, required repair and reconstruction on two or more occasions due to emergency events.
(b) State DOTs must use reasonable efforts to obtain the data needed for the evaluation. If the State DOT determines the necessary data for the evaluation is unavailable, the State DOT must document in the evaluation the lack of available data for that facility.
(c) A State DOT may use whatever sources and types of data it determines are useful to the evaluation. Available data sources include reports or other information required to receive emergency repair funds under title 23, other sources used to apply for Federal or nonfederal funding, and State or local records pertaining to damage sustained and/or funding sought.
§ 667.7 Timing of evaluations.
(a) Not later than November 23, 2018, the State DOT must complete the statewide evaluation for all NHS roads, highways and bridges. The State DOT shall update the evaluation after every emergency event to the extent needed to add any roads, highways, or bridges subject to this paragraph that were affected by the event. The State DOT shall review and update the entire evaluation at least every 4 years. In establishing its evaluation cycle, the State DOT should consider how the evaluation can best inform the State DOT's preparation of its asset management plan and STIP.
(b) Beginning on November 23, 2020, for all roads, highways, and bridges not included in the evaluation prepared under paragraph (a) of this section, the State DOT must prepare an evaluation that conforms with this part for the affected portion of the road, highway, or bridge prior to including any project relating to such facility in its STIP.
§ 667.9 Consideration of evaluations.
(a) The State DOT shall consider the results of an evaluation prepared under this part when developing projects. State DOTs and metropolitan planning organizations are encouraged to include consideration of the evaluations during the development of transportation plans and programs, including TIPs and STIPs, and during the environmental review process under part 771 of this title. Nothing in this section prohibits State DOTs from proceeding with emergency repairs to restore functionality of the system, or from receiving emergency repair funding under part 668 of this title.
(b) The FHWA will periodically review the State DOT's compliance under this part, including evaluation performance, consideration of evaluation results during project development, and overall results achieved. Nothing in this paragraph limits FHWA's ability to consider the results of the evaluations when relevant to an FHWA decision, including when making a planning finding under 23 U.S.C. 134(g)(8), making decisions during the environmental review process under part 771 of this title, or when approving funding. The State DOT must make evaluations required under this part available to FHWA upon request.
PART 668 EMERGENCY RELIEF PROGRAM
Authority: 23 U.S.C. 101, 120(e), 125 and 315; 49 CFR 1.48(b).
Subpart A Procedures for Federal-Aid Highways
Source: 52 FR 21948, June 10, 1987, unless otherwise noted.
§ 668.101 Purpose.
To establish policy and provide program guidance for the administration of emergency funds for the repair or reconstruction of Federal-aid highways, which are found to have suffered serious damage by natural diasters over a wide area or serious damage from catastrophic failures. Guidance for application by Federal agencies for reconstruction of Federal roads that are not part of the Federal-aid highways is contained in 23 CFR part 668, subpart B.
[52 FR 21948, June 10, 1987, as amended at 61 FR 67212, Dec. 20, 1996]
§ 668.103 Definitions.
In addition to others contained in 23 U.S.C. 101(a), the following definitions shall apply as used in this regulation:
Applicant. The State highway agency is the applicant for Federal assistance under 23 U.S.C. 125 for State highways and local roads and streets which are a part of the Federal-aid highways.
Betterments. Added protective features, such as rebuilding of roadways at a higher elevation or the lengthening of bridges, or changes which modify the function or character of a highway facility from what existed prior to the disaster or catastrophic failure, such as additional lanes or added access control.
Catastrophic failure. The sudden failure of a major element or segment of the highway system due to an external cause. The failure must not be primarily attributable to gradual and progressive deterioration or lack of proper maintenance. The closure of a facility because of imminent danger of collapse is not in itself a sudden failure.
Emergency repairs. Those repairs including temporary traffic operations undertaken during or immediately following the disaster occurrence for the purpose of:
(1) Minimizing the extent of the damage,
(2) Protecting remaining facilities, or
(3) Restoring essential traffic.
External cause. An outside force or phenomenon which is separate from the damaged element and not primarily the result of existing conditions.
Heavy maintenance. Work usually done by highway agencies in repairing damage normally expected from seasonal and occasionally unusual natural conditions or occurrences. It includes work at a site required as a direct result of a disaster which can reasonably be accommodated by a State or local road authority's maintenance, emergency or contingency program.
Natural disaster. A sudden and unusual natural occurrence, including but not limited to intense rainfall, floods, hurricanes, tornadoes, tidal waves, landslides, volcanoes or earthquakes which cause serious damage.
Proclamation. A declaration of emergency by the Governor of the affected State.
Serious damage. Heavy, major or unusual damage to a highway which severely impairs the safety or usefulness of the highway or results in road closure. Serious damage must be beyond the scope of heavy maintenance.
State. Any one of the United States, the District of Columbia, Puerto Rico or the Virgin Islands, Guam, American Samoa or Commonwealth of the Northern Mariana Islands.
[52 FR 21948, June 10, 1987, as amended at 61 FR 67212, Dec. 20, 1996; 65 FR 25444, May 2, 2000]
§ 668.105 Policy.
(a) The Emergency Relief (ER) program is intended to aid States in repairing road facilities which have suffered widespread serious damage resulting from a natural disaster over a wide area or serious damage from a catastrophic failure.
(b) ER funds are not intended to supplant other funds for correction of preexisting, nondisaster related deficiencies.
(c) The expenditure of ER funds for emergency repair shall be in such a manner so as to reduce, to the greatest extent feasible, the cost of permanent restoration work.
(d) The approval to use available ER funds to repair or restore highways damaged by a natural disaster shall be based on the combination of the extraordinary character of the natural disturbance and the wide area of impact as well as the seriousness of the damage. Storms of unusual intensity occurring over a small area may not meet the above conditions.
(e) ER funds shall not duplicate assistance under another Federal program or compensation from insurance or any other source. Partial compensation for a loss by other sources will not preclude emergency fund assistance for the part of such loss not compensated otherwise. Any compensation for damages or insurance proceeds including interest recovered by the State or political subdivision or by a toll authority for repair of the highway facility must be used upon receipt to reduce ER fund liability on the project.
(f) Prompt and diligent efforts shall be made by the State to recover repair costs from the legally responsible parties to reduce the project costs particularly where catastrophic damages are caused by ships, barge tows, highway vehicles, or vehicles with illegal loads or where damage is increased by improperly controlled objects or events.
(g) The processing of ER requests shall be given prompt attention and shall be given priority over non-emergency work.
(h) ER projects shall be promptly constructed. Any project that has not advanced to the construction obligation stage by the end of the second fiscal year following the disaster occurrence will not be advanced unless suitable justification to warrant retention is furnished to the FHWA.
(i) Permanent repair and reconstruction work, not accomplished as emergency repairs, shall be done by the contract method unless the State Highway agency adequately demonstrates that some other method is more cost effective as described in 23 CFR 635.204. Emergency repair work may be accomplished by the contract, negotiated contract or highway agency force account methods as determined by the Highway agency as best suited to protect the public health and safety.
(j) ER program funding is only to be used to repair highways which have been seriously damaged and is not intended to fund heavy maintenance or routine emergency repair activities which should normally be funded as contingency items in the State and local road programs. An application for ER funds in the range of $700,000 or less must be accompanied by a showing as to why the damage repair involved is considered to be beyond the scope of heavy maintenance or routine emergency repair. As a general rule, widespread nominal road damages in this range would not be considered to be of a significant nature justifying approval by the FHWA Division Administrator for ER funding.
[52 FR 21948, June 10, 1987, as amended at 61 FR 67212, Dec. 20, 1996; 65 FR 25444, May 2, 2000]
§ 668.107 Federal share payable.
(a) The Federal share payable on account of any repair or reconstruction provided for by funds made available under 23 U.S.C. 125 of this title on account of any project on a Federal-aid highway system, including the Interstate System, shall not exceed the Federal share payable on a project on such system as provided in 23 U.S.C. 120; except that the Federal share payable for eligible emergency repairs to minimize damage, protect facilities, or restore essential traffic accomplished within 180 days after the actual occurrence of the natural disaster or catastrophic failure may amount to 100 percent of the costs thereof.
(b) Total obligations of ER funds in any State, excluding the Virgin Islands, Guam, American Samoa or Commonwealth of the Northern Mariana Islands, for all projects (including projects on both the Federal-aid systems and those on Federal roads under 23 CFR part 668, subpart B), resulting from a single natural disaster or a single catastrophic failure, shall not exceed $100 million per disaster or catastrophic failure. The total obligations for ER projects in any fiscal year in the Virgin Islands, Guam, American Samoa and the Commonwealth of the Northern Mariana Islands shall not exceed $20 million.
[52 FR 21948, June 10, 1987, as amended at 52 FR 32540, Aug. 28, 1987; 61 FR 67212, Dec. 20, 1996; 65 FR 25444, May 2, 2000]
§ 668.109 Eligibility.
(a) The eligibility of all work is contingent upon approval by the FHWA Division Administrator of an application for ER and inclusion of the work in an approved program of projects.
(1) Prior FHWA approval or authorization is not required for emergency repairs and preliminary engineering (PE).
(2) Permanent repairs or restoration must have prior FHWA program approval and authorization, unless done as part of the emergency repairs.
(b) ER funds may participate in:
(1) Repair to or reconstruction of seriously damaged highway elements as necessary to restore the facility to pre-disaster conditions, including necessary clearance of debris and other deposits in drainage courses within the right-of way (ROW);
(2) Restoration of stream channels outside the highway ROW when:
(i) The public highway agency has responsibility for the maintenance and proper operation of the stream channel section, and
(ii) The work is necessary for satisfactory operation of the highway system involved;
(3) Actual PE and construction engineering costs on approved projects;
(4) Emergency repairs;
(5) Temporary operations, including emergency traffic services such as flagging traffic through inundated sections of highways, undertaken by the applicant during or immediately following the disaster;
(6) Betterments, only where clearly economically justified to prevent future recurring damage. Economic justification must weigh the cost of betterment against the risk of eligible recurring damage and the cost of future repair;
(7) Temporary work to maintain essential traffic, such as raising roadway grade during a period of flooding by placing fill and temporary surface material;
(8) Raising the grades of critical Federal-aid highways faced with long-term loss of use due to basin flooding as defined by an unprecedented rise in basin water level both in magnitude and time frame. Such grade raises are not considered to be a betterment for the purpose of 23 CFR 668.109(b)(6); and
(9) Repair of toll facilities when the provisions of 23 U.S.C. 129 are met. If a toll facility does not have an executed toll agreement with the FHWA at the time of the disaster, a toll agreement may be executed after the disaster to qualify for that disaster.
(c) ER funds may not participate in:
(1) Heavy maintenance such as repair of minor damages consisting primarily of eroded shoulders, filled ditches and culverts, pavement settlement, mud and debris deposits off the traveled way, slope sloughing, slides, and slip-outs in cut or fill slopes. In order to simplify the inspection and estimating process, heavy maintenance may be defined using dollar guidelines developed by the States and Divisions with Regional concurrence;
(2) Repair of surface damage caused by traffic whether or not the damage was aggravated by saturated subgrade or inundation, except ER funds may participate in:
(i) Repair of surface damage to any public road caused by traffic making repairs to Federal-aid highways.
(ii) Repair of surface damage to designated detours (which may lie on both Federal-aid and non-Federal-aid routes) caused by traffic that has been detoured from a damaged Federal-aid highway; and
(iii) Repair of surface damage to Federal-aid highways caused by vehicles responding to a disaster; provided the surface damage has occurred during the first 60 days after a disaster occurrence, unless otherwise approved by the FHWA Division Administrator.
(3) Repair of damage not directly related to, and isolated away from, the pattern of the disaster;
(4) Routine maintenance of detour routes, not related to the increased traffic volumes, such as mowing, maintaining drainage, pavement signing, snow plowing, etc.;
(5) Replacement of damaged or lost material not incorporated into the highway such as stockpiled materials or items awaiting installation;
(6) Repair or reconstruction of facilities affected by long-term, pre-existing conditions or predictable developing situations, such as, gradual, long-term rises in water levels in basins or slow moving slides, except for raising grades as noted in § 668.109(b)(8);
(7) Permanent repair or replacement of deficient bridges scheduled for replacement with other funds. A project is considered scheduled if the construction phase is included in the FHWA approved Statewide Transportation Improvement Program (STIP);
(8) Other normal maintenance and operation functions on the highway system including snow and ice removal; and
(9) Reimbursing loss of toll revenue.
(d) Replacement of a highway facility at its existing location is appropriate when it is not technically and economically feasible to repair or restore a seriously damaged element to its predisaster condition and is limited in ER reimbursement to the cost of a new facility to current design standards of comparable capacity and character to the destroyed facility. With respect to a bridge, a comparable facility is one which meets current geometric and construction standards for the type and volume of traffic it will carry during its design life. Where it is neither practical nor feasible to replace a damaged highway facility in kind at its existing location, an alternative selected through the National Environmental Policy Act (NEPA) process, if of comparable function and character to the destroyed facility, is eligible for ER reimbursement.
(e) Except as otherwise provided in paragraph (b)(6) of this section, the total cost of a project eligible for ER funding may not exceed the cost of repair or reconstruction of a comparable facility. ER funds may participate to the extent of eligible repair costs when proposed projects contain unjustified betterments or other work not eligible for ER funds.
[52 FR 21948, June 10, 1987, as amended at 61 FR 67212, Dec. 20, 1996; 65 FR 25444, May 2, 2000]
§ 668.111 Application procedures.
(a) Notification. As soon as possible after the disaster, the applicant shall notify the FHWA Division Administrator of its intent to apply for ER funds.
(b) Damage survey. As soon as practical after occurrence, the State will make a preliminary field survey, working cooperatively with the FHWA Division Administrator and other governmental agencies with jurisdiction over eligible highways. The preliminary field survey should be coordinated with the Federal Emergency Management Agency work, if applicable, to eliminate duplication of effort. The purpose of this survey is to determine the general nature and extent of damage to eligible highways.
(1) A damage survey summary report is to be prepared by the State. The purpose of the damage survey summary report is to provide a factual basis for the FHWA Division Administrator's finding that serious damage to Federal-aid highways has been caused by a natural disaster over a wide area or a catastrophe. The damage survey summary report should include by political subdivision or other generally recognized administrative or geographic boundaries, a description of the types and extent of damage to highways and a preliminary estimate of cost of restoration or reconstruction for damaged Federal-aid highways in each jurisdiction. Pictures showing the kinds and extent of damage and sketch maps detailing the damaged areas should be included, as appropriate, in the damage survey summary report.
(2) Unless very unusual circumstances prevail, the damage survey summary report should be prepared within 6 weeks following the applicant's notification.
(3) For large disasters where extensive damage to Federal-aid highways is readily evident, the FHWA Division Administrator may approve an application under § 668.111(d) prior to submission of the damage survey summary report. In these cases, an abbreviated damage survey summary report, summarizing eligible repair costs by jurisdiction, is to be prepared and submitted to the FHWA Division Administrator after the damage inspections have been completed.
(c) Application. Before funds can be made available, an application for ER must be made to, and approved by the FHWA Division Administrator. The application shall include:
(1) A copy of the Governor's proclamation, request for a Presidential declaration, or a Presidential declaration; and
(2) A copy of the damage survey summary report, as appropriate.
(d) Approval of application. The FHWA Division Administrator's approval of the application constitutes the finding of eligibility under 23 U.S.C. 125 and shall constitute approval of the application.
[65 FR 25444, May 2, 2000]
§ 668.113 Program and project procedures.
(a) Immediately after approval of an application, the FHWA Division Administrator will notify the applicant to proceed with preparation of a program which defines the work needed to restore or replace the damaged facilities. It should be submitted to the FHWA Division Administrator within 3 months of receipt of this notification. The FHWA field office will assist the applicant and other affected agencies in preparation of the program. This work may involve joint site inspections to view damage and reach tentative agreement on type of permanent corrective work to be undertaken. Program data should be kept to a minimum, but should be sufficient to identify the approved disaster or catastrophe and to permit a determination of the eligibility and propriety of proposed work. If the damage survey summary report is determined by the FHWA Division Administrator to be of sufficient detail to meet these criteria, additional program support data need not be submitted.
(b) Project procedures. (1) Projects for permanent repairs shall be processed in accordance with regular Federal-aid procedures. In those cases where a regular Federal-aid project in a State similar to the ER project would be handled under the project oversight exceptions found in title 23, United States Code, the ER project can be handled in a similar fashion subject to the following two conditions:
(i) Any betterment to be incorporated into the project and for which ER funding is requested must receive prior FHWA approval; and
(ii) The FHWA reserves the right to conduct final inspections on all ER projects. The FHWA Division Administrator has the discretion to undertake final inspections on ER projects as deemed appropriate.
(2) Simplified procedures, including abbreviated plans should be used where appropriate.
(3) Emergency repair meets the criteria for categorical exclusions pursuant to 23 CFR 771.117 and normally does not require any further NEPA approvals.
[52 FR 21948, June 10, 1987, as amended at 61 FR 67212, Dec. 20, 1996; 65 FR 25445, May 2, 2000]
Subpart B Procedures for Federal Agencies for Federal Roads
§ 668.201 Purpose.
To establish policy, procedures, and program guidance for the administration of emergency relief to Federal agencies for the repair or reconstruction of Federal roads which are found to have suffered serious damage by a natural disaster over a wide area or by catastrophic failure.
[43 FR 59485, Dec. 21, 1978]
§ 668.203 Definitions.
(a) Applicant. Any Federal agency which submits an application for emergency relief and which has authority to repair or reconstruct Federal roads.
(b) Betterments. Added protective features, such as, the relocation or rebuilding of roadways at a higher elevation or the extension, replacement or raising of bridges, and added facilities not existing prior to the natural disaster or catastrophic failure such as additional lanes, upgraded surfacing, or structures.
(c) Catastrophic failure. The sudden failure of a major element or segment of a Federal road which is not primarily attributable to gradual and progressive deterioration or lack of proper maintenance. The closure of a facility because of imminent danger of collapse is not in itself a sudden failure.
(d) Emergency repairs. Those repairs, including necessary preliminary engineering (PE), construction engineering (CE), and temporary traffic operations, undertaken during or immediately after a natural disaster or catastrophic failure (1) to restore essential travel, (2) to protect remaining facilities, or (3) to minimize the extent of damage.
(e) Federal roads. Forest highways, forest development roads and trails, park roads and trails, parkways, public lands highways, public lands development roads and trails, and Indian reservation roads as defined under 23 U.S.C. 101(a).
(f) Finding. A letter or other official correspondence issued by the Direct Federal Division Engineer (DFDE) to a Federal agency giving notification that pursuant to 23 U.S.C. 125, Federal roads have (Affirmative Finding) or have not (Negative Finding) been found to have suffered serious damage as the result of (1) a natural disaster over a wide area, or (2) a catastrophic failure.
(g) Natural disaster. An unusual natural occurrence such as a flood, hurricane, severe storm, tidal wave, earthquake, or landslide which causes serious damage.
(h) Permanent work. Repair or reconstruction to pre-disaster or other allowed geometric and construction standards and related PE and CE.
(i) Direct Federal Division Engineer. Director of one of the Direct Federal field offices located in Vancouver, WA; Denver, CO; and Arlington, VA.
[43 FR 59485, Dec. 21, 1978, as amended at 47 FR 10529, Mar. 11, 1982]
§ 668.205 Policy.
(a) This emergency relief program is intended to pay the unusually heavy expenses in the repair and reconstruction of Federal roads resulting from damage caused by natural disasters over a wide area or catastrophic failures.
(b) Emergency relief work shall be given prompt attention and priority over non-emergency work.
(c) Permanent work shall be done by contract awarded by competitive bidding through formal advertising, where feasible.
(d) It is in the public interest to perform emergency repairs immediately and prior approval or authorization from the DFDE is not required. Emergency repairs may be performed by the method of contracting (advertised contract, negotiated contract, or force account) which the applicant or the Federal Highway Administration (FHWA) (where FHWA performs the work) determines to be most suited for this work.
(e) Emergency relief projects shall be promptly constructed. Projects not under construction by the end of the second fiscal year following the year in which the disaster occurred will be reevaluated by the DFDE and will be withdrawn from the approved program of projects unless suitable justification is provided by the applicant to warrant retention.
(f) The Finding for natural disasters will be based on both the extraordinary character of the natural disturbance and the wide area of impact. Storms of unusual intensity occurring over a small area do not meet these conditions.
(g) Diligent efforts shall be made to recover repair costs from the legally responsible parties to reduce the project costs where highway damages are caused by ships, barge tows, highway vehicles, vehicles with illegal loads, and similar improperly controlled objects or events.
(h) Emergency funds shall not duplicate assistance under another Federal program or compensation from insurance or any other source. Where other funding compensates for only part of an eligible cost, emergency relief funding can be used to pay the remaining costs.
[43 FR 59485, Dec. 21, 1978, as amended at 47 FR 10529, Mar. 11, 1982]
§ 668.207 Federal share payable from emergency fund.
The Federal share payable under this program is 100 percent of the cost.
[43 FR 59485, Dec. 21, 1978]
§ 668.209 Eligibility of work.
(a) Permanent work must have prior program approval in accordance with paragraph (a) of § 668.215 unless such work is performed as emergency repairs.
(b) Emergency repairs, including permanent work performed incidental to emergency repairs, and all PE may begin immediately and do not need prior program approval. Reimbursement shall be contingent upon the work ultimately being approved in accordance with the requirements of paragraph (a) of § 668.215.
(c) To qualify for emergency relief, the damaged or destroyed road or trail shall be designated as a Federal road.
(d) Replacement highway facilities are appropriate when it is not practical and economically feasible to repair or restore a damaged element to its preexisting condition. Emergency relief is limited to the cost of a new facility constructed to current design standards of comparable capacity and character to the destroyed facility. With respect to a bridge, a comparable facility is one which meets current geometric and construction standards for the type and volume of traffic it will carry during its design life.
(e) Emergency relief funds may participate to the extent of eligible repair costs when proposed projects contain betterments or other work not eligible for emergency funds.
(f) Work may include:
(1) Repair to, or reconstruction of, seriously damaged highway elements for a distance which would be within normal highway right-of-way limits, including necessary clearance of debris and other deposits in drainage courses, where such work would not be classed as heavy maintenance.
(2) Restoration of stream channels when the work is necessary for the satisfactory operation of the Federal road. The applicant must have responsibility and authority for maintenance and proper operation of stream channels restored.
(3) Betterments where clearly economically justified to prevent future recurring damage. Economic justification acceptable to the DFDE must weigh the cost of such betterments against the risk of eligible recurring damage and the cost of future repair.
(4) Actual PE and CE costs on approved projects.
(5) Emergency repairs.
[43 FR 59485, Dec. 21, 1978, as amended at 47 FR 10529, Mar. 11, 1982]
§ 668.211 Notification, damage assessment, and finding.
(a) Notification. During or as soon as possible after a natural disaster or catastrophic failure, each applicant will notify the DFDE of its tentative intent to apply for emergency relief and request that a Finding be made.
(b) Acknowledgment. The DFDE will promptly acknowledge the notification and briefly describe subsequent damage assessment, Finding, and application procedures.
(c) Field report. The applicant shall cooperate with the DFDE to promptly make a field survey of overall damage and in the preparation of a field report.
(d) Finding. Using the field report and other information deemed appropriate, the DFDE will promptly issue a Finding and if an Affirmative Finding is made, establish the date after which repair or reconstruction will be considered for emergency relief, and note the dates of the extraordinary natural occurrence or catastrophic event responsible for the damage or destruction.
(e) Detailed site inspections. (1) If an Affirmative Finding is made, the applicant shall cooperate with the DFDE to make a detailed inspection of each damage site.
(2) If it appears certain an Affirmative Finding will be made, the DFDE may elect to make these site inspections at the time damage is initially assessed pursuant to paragraph (c) of this section.
(f) The applicant shall make available to FHWA personnel conducting damage survey and estimate work maps depicting designated Federal roads in the affected area.
[43 FR 59485, Dec. 21, 1978, as amended at 47 FR 10529, Mar. 11, 1982]
§ 668.213 Application procedures.
(a) Based on the detailed site inspections and damage estimates prepared pursuant to paragraph (e) of § 668.211, the applicant will submit an application in the form of a letter to the DFDE which shall include a list of projects for which emergency relief is requested. The application shall be submitted within 3 months after an Affirmative Finding.
(b) The list of projects shall include emergency repairs, PE, and permanent work, and provide for each project a location, length, project number, type of damage, description of work with a separate breakdown for betterments including a justification for those intended for emergency relief funding, proposed method of construction, estimated cost, and any other information requested by the DFDE.
(c) If the initial list of projects is incomplete, a subsequent list(s) of projects shall be forwarded to the DFDE for approval consideration as soon as possible.
[43 FR 59485, Dec. 21, 1978, as amended at 47 FR 10529, Mar. 11, 1982]
§ 668.215 Programming and project procedures.
(a) The DFDE will advise the applicant in writing which projects in the application, or in any subsequent submittals pursuant to paragraph (c) of § 668.213 are approved including any approval conditions. Approved projects shall constitute the approved program of projects (program).
(b) Plans, specifications, and estimates (PS&E) shall be developed based on work identified in the approved program.
(c) The DFDE will approve PS&E's, concur in the award of contracts or the rejection of bids, determine that construction by the force account method is in the public interest, and accept completed work in accordance with interagency procedures established by the DFDE.
(d) The applicant shall notify the DFDE in writing of the semi-annual status and completion of each emergency relief project constructed by applicant forces.
[43 FR 59485, Dec. 21, 1978, as amended at 47 FR 10529, Mar. 11, 1982]
PART 669 ENFORCEMENT OF HEAVY VEHICLE USE TAX
Authority: 23 U.S.C. 141(c) and 315; 49 CFR 1.85.
Source: 51 FR 25364, July 14, 1986, unless otherwise noted.
§ 669.1 Scope and purpose.
To prescribe requirements for certification by the states that evidence of proof of payment is obtained either before vehicles subject to the Federal heavy vehicle use tax are lawfully registered or within 4 months after being lawfully registered if a suspension registration system is implemented.
§ 669.3 Policy.
It is the policy of the FHWA that each state require registrants of heavy trucks as described in 26 CFR part 41 to provide proof of payment of the vehicle use tax either before lawfully registering or within 4 months after lawfully registering such vehicles as provided for under a suspension registration system.
§ 669.5 Objective.
The objective of this regulation is to establish realistic and workable procedures for an annual certification process to provide suitable evidence that an effective program is being conducted by the states and to ensure that the states are not registering vehicles which have not been accounted for under the tax collection procedures instituted by the Internal Revenue Service (IRS).
§ 669.7 Certification requirement.
The Governor of each State, or his or her designee, shall certify to the FHWA before January 1 of each year that it is obtaining proof-of-payment of the heavy vehicle use tax as a condition of registration in accordance with 23 U.S.C. 141(c). The certification shall cover the 12-month period ending September 30, except for the certification due on January 1, 2011, which shall cover the 4-month period from June 1, 2010 to September 30, 2010.
[75 FR 43409, July 26, 2010]
§ 669.9 Certification content.
The certification shall consist of the following elements:
(a) A statement by the Governor of the state or a state official designated by the Governor, that evidence of payment of the heavy vehicle use tax is being obtained as a condition of registration for all vehicles subject to such tax. The statement shall include the inclusive dates of the period during which payment of the heavy vehicle use tax was verified as a condition of registration.
(b) The certifying statement required by paragraph (a) of this section shall be worded as follows:
I (name of certifying official), (position, title), of the State of ( ), do hereby certify that evidence of payment of the heavy vehicle use tax pursuant to section 4481 of the Internal Revenue Code of 1954, as amended, is being obtained as a condition of registration for vehicles subject to such tax in accordance with 23 U.S.C. 141(c) and applicable IRS rules. This certification is for the period ( ) to ( ).
(c) For the initial certification, submit a copy of any state law or regulation pertaining to the implementation of 23 U.S.C. 141(c); for subsequent certifications, submit a copy of any new or revised laws and regulations pertaining to the implementation of 23 U.S.C. 141(c).
[51 FR 25364, July 14, 1986, as amended at 75 FR 43409, July 26, 2010]
§ 669.11 Certification submittal.
The Governor or an official designated by the Governor, shall each year submit the certification, including the supporting material specified in § 669.9 to the FHWA Division Administrator prior to January 1.
[51 FR 25364, July 14, 1986, as amended at 75 FR 43409, July 26, 2010]
§ 669.13 Effect of failure to certify or to adequately obtain proof-of-payment.
If a State fails to certify as required by this regulation or if the Secretary of Transportation determines that a State is not adequately obtaining proof-of-payment of the heavy vehicle use tax as a condition of registration notwithstanding the State's certification, Federal-aid highway funds apportioned to the State under 23 U.S.C. 104(b)(1) for the next fiscal year shall be reduced in an amount up to 8 percent as determined by the Secretary.
[81 FR 32230, May 23, 2016]
§ 669.15 Procedure for the reduction of funds.
(a) Each fiscal year, each State determined to be in nonconformity with the requirements of this part will be advised of the funds expected to be withheld from apportionment in accordance with § 669.13 and 23 U.S.C. 141(c), as part of the advance notice of apportionments required under 23 U.S.C. 104(e), normally not later than 90 days prior to final apportionment.
(b) A State that received a notice in accordance with paragraph (a) of this section may within 30 days of its receipt of the advance notice of apportionments, submit documentation showing why it is in conformity with this Part. Documentation shall be submitted to the Federal Highway Administration, 1200 New Jersey Avenue, SE., Washington, DC 20590.
(c) Each fiscal year, each State determined to be in nonconformity with the requirements of this part and 23 U.S.C. 141(c), based on FHWA's final determination, will receive notice of the funds being withheld from apportionment pursuant to section 669.3 and 23 U.S.C. 141(c), as part of the certification of apportionments required under 23 U.S.C. 104(e), which normally occurs on October 1 of each fiscal year.
[75 FR 43409, July 26, 2010]
§ 669.17 Compliance finding.
(a) If, following the conference or review of submitted materials described in § 669.15, the Administrator concludes that the state is in compliance, the Administrator shall issue a decision which is the final decision, and the matter shall be concluded.
(b) If, following the conference or review of information submitted under § 669.15, the Administrator, with the concurrence of the Secretary, concludes that the state is in noncompliance, the Administrator shall issue a decision, which is the final decision, and the matter be concluded. The decision will be served on the Governor, or his/her designee.
§ 669.19 Reservation and reapportionment of funds.
(a) The Administrator may reserve from obligation up to 8 percent of a State's apportionment of funds under 23 U.S.C. 104(b)(1), pending a final determination.
(b) Funds withheld pursuant to a final administrative determination under this regulation shall be reapportioned to all other eligible States pursuant to the formulas of 23 U.S.C. 104(b)(1) and the apportionment factors in effect at the time of the original apportionments, unless the Secretary determines, on the basis of information submitted by the State, that the state has come into conformity with this regulation prior to the final determination. If the Secretary determines that the state has come into conformity, the withheld funds shall be released to the state subject to the availability of such funds under 23 U.S.C. 118(b).
(c) The reapportionment of funds under paragraph (b) of this section shall be stayed during the pendency of any judicial review of the final determination of nonconformity.
[51 FR 25364, July 14, 1986, as amended at 75 FR 43409, July 26, 2010; 81 FR 32230, May 23, 2016]
§ 669.21 Procedure for evaluating state compliance.
The FHWA shall periodically review the State's procedures for complying with 23 U.S.C. 141(c), including an inspection of supporting documentation and records. In those States where a branch office of the State, a local jurisdiction, or a private entity is providing services to register motor vehicles including vehicles subject to HVUT, the State shall be responsible for ensuring that these entities comply with the requirements of this part concerning the collection and retention of evidence of payment of the HVUT as a condition of registration for vehicles subject to such tax and develop adequate procedures to maintain such compliance. The State or other responsible entity shall retain a copy of the receipted IRS Schedule 1 (Form 2290), or an acceptable substitute prescribed by 26 CFR part 41 sec. 41.6001-2 for a period of 1 year for purposes of evaluating State compliance with 23 U.S.C. 141(c) by the FHWA. The State may develop a software system to maintain copies or images of this proof-of-payment.
[75 FR 43409, July 26, 2010]
PART 680 NATIONAL ELECTRIC VEHICLE INFRASTRUCTURE STANDARDS AND REQUIREMENTS
Authority: 23 U.S.C. 109, 23 U.S.C. 315; Pub. L. 117-58, title VIII of division J.
Source: 88 FR 12752, Feb. 28, 2023, unless otherwise noted.
§ 680.100 Purpose.
The purpose of this part is to prescribe minimum standards and requirements for projects funded under the National Electric Vehicle Infrastructure (NEVI) Formula Program and projects for the construction of publicly accessible electric vehicle (EV) chargers that are funded with funds made available under Title 23, United States Code, including any EV charging infrastructure project funded with Federal funds that is treated as a project on a Federal-aid highway.
§ 680.102 Applicability.
Except where noted, these regulations apply to all NEVI Formula Program projects as well as projects for the construction of publicly accessible EV chargers that are funded with funds made available under Title 23, United States Code, including any EV charging infrastructure project funded with Federal funds that is treated as a project on a Federal-aid highway.
§ 680.104 Definitions.
AC Level 2 means a charger that operates on a circuit from 208 volts to 240 volts and transfers alternating-current (AC) electricity to a device in an EV that converts alternating current to direct current to recharge an EV battery.
Alternative Fuel Corridor (AFC) means national EV charging and hydrogen, propane, and natural gas fueling corridors designated by FHWA pursuant to 23 U.S.C. 151.
CHAdeMO means a type of protocol for a charging connector interface between an EV and a charger (see www.chademo.com). It specifies the physical, electrical, and communication requirements of the connector and mating vehicle inlet for direct-current (DC) fast charging. It is an abbreviation of “charge de move”, equivalent to “charge for moving.”
Charger means a device with one or more charging ports and connectors for charging EVs. Also referred to as Electric Vehicle Supply Equipment (EVSE).
Charging network means a collection of chargers located on one or more property(ies) that are connected via digital communications to manage the facilitation of payment, the facilitation of electrical charging, and any related data requests.
Charging network provider means the entity that operates the digital communication network that remotely manages the chargers. Charging network providers may also serve as charging station operators and/or manufacture chargers.
Charging port means the system within a charger that charges one EV. A charging port may have multiple connectors, but it can provide power to charge only one EV through one connector at a time.
Charging station means the area in the immediate vicinity of a group of chargers and includes the chargers, supporting equipment, parking areas adjacent to the chargers, and lanes for vehicle ingress and egress. A charging station could comprise only part of the property on which it is located.
Charging station operator means the entity that owns the chargers and supporting equipment and facilities at one or more charging stations. Although this entity may delegate responsibility for certain aspects of charging station operation and maintenance to subcontractors, this entity retains responsibility for operation and maintenance of chargers and supporting equipment and facilities. In some cases, the charging station operator and the charging network provider are the same entity.
Combined Charging System (CCS) means a standard connector interface that allows direct current fast chargers to connect to, communicate with, and charge EVs.
Community means either a group of individuals living in geographic proximity to one another, or a geographically dispersed set of individuals (such as individuals with disabilities, migrant workers, or Native Americans), where either type of group experiences common conditions.
Connector means the device that attaches an EV to a charging port in order to transfer electricity.
Contactless payment methods means a secure method for consumers to purchase services using a debit card, credit card, smartcard, mobile application, or another payment device by using radio frequency identification (RFID) technology and near-field communication (NFC).
Cryptographic agility means the capacity to rapidly update or switch between data encryption systems, algorithms, and processes without the need to redesign the protocol, software, system, or standard.
Direct Current Fast Charger (DCFC) means a charger that enables rapid charging by delivering direct-current (DC) electricity directly to an EV's battery.
Disadvantaged communities (DACs) mean census tracts or communities with common conditions identified by the U.S. Department of Transportation and the U.S. Department of Energy that consider appropriate data, indices, and screening tools to determine whether a specific community is disadvantaged based on a combination of variables that may include, but are not limited to, the following: low income, high and/or persistent poverty; high unemployment and underemployment; racial and ethnic residential segregation, particularly where the segregation stems from discrimination by government entities; linguistic isolation; high housing cost burden and substandard housing; distressed neighborhoods; high transportation cost burden and/or low transportation access; disproportionate environmental stressor burden and high cumulative impacts; limited water and sanitation access and affordability; disproportionate impacts from climate change; high energy cost burden and low energy access; jobs lost through the energy transition; and limited access to healthcare.
Distributed energy resource means small, modular, energy generation and storage technologies that provide electric capacity or energy where it is needed.
Electric Vehicle (EV) means a motor vehicle that is either partially or fully powered on electric power received from an external power source. For the purposes of this regulation, this definition does not include golf carts, electric bicycles, or other micromobility devices.
Electric Vehicle Infrastructure Training Program (EVITP) refers to a comprehensive training program for the installation of electric vehicle supply equipment. For more information, refer to https://evitp.org/.
Electric Vehicle Supply Equipment (EVSE) See definition of a charger.
Open Charge Point Interface (OCPI) means an open-source communication protocol that governs the communication among multiple charging networks, other communication networks, and software applications to provide information and services for EV drivers.
Open Charge Point Protocol (OCPP) means an open-source communication protocol that governs the communication between chargers and the charging networks that remotely manage the chargers.
Plug and Charge means a method of initiating charging, whereby an EV charging customer plugs a connector into their vehicle and their identity is authenticated through digital certificates defined by ISO-15118, a charging session initiates, and a payment is transacted automatically, without any other customer actions required at the point of use.
Power Sharing means dynamically limiting the charging power output of individual charging ports at the same charging station to ensure that the sum total power output to all EVs concurrently charging remains below a maximum power threshold. This is also called automated load management.
Private entity means a corporation, partnership, company, other nongovernmental entity, or nonprofit organization.
Public Key Infrastructure (PKI) means a system of processes, technologies, and policies to encrypt and digitally sign data. It involves the creation, management, and exchange of digital certificates that authenticate the identity of users, devices, or services to ensure trust and secure communication.
Secure payment method means a type of payment processing that ensures a user's financial and personal information is protected from fraud and unauthorized access.
Smart charge management means controlling the amount of power dispensed by chargers to EVs to meet customers' charging needs while also responding to external power demand or pricing signals to provide load management, resilience, or other benefits to the electric grid.
State EV infrastructure deployment plan means the plan submitted to the FHWA by the State describing how it intends to use its apportioned NEVI Formula Program funds.
§ 680.106 Installation, operation, and maintenance by qualified technicians of electric vehicle charging infrastructure.
(a) Procurement process transparency for the operation of EV charging stations. States or other direct recipients shall ensure public transparency for how the price will be determined and set for EV charging and make available for public review the following:
(1) Summary of the procurement process used;
(2) Number of bids received;
(3) Identification of the awardee;
(4) Proposed contract to be executed with the awardee;
(5) Financial summary of contract payments suitable for public disclosure including price and cost data, in accordance with State law; and
(6) Any information describing how prices for EV charging are to be set under the proposed contract, in accordance with State law.
(b) Number of charging ports. (1) When including DCFCs located along and designed to serve users of designated AFCs, charging stations must have at least four network-connected DCFC charging ports and be capable of simultaneously charging at least four EVs. (2) In other locations, EV charging stations must have at least four network-connected (either DCFC or AC Level 2 or a combination of DCFC and AC Level 2) charging ports and be capable of simultaneously charging at least four EVs.
(c) Connector type. All charging connectors must meet applicable industry standards. Each DCFC charging port must be capable of charging any CCS-compliant vehicle and each DCFC charging port must have at least one permanently attached CCS Type 1 connector. In addition, permanently attached CHAdeMO (www.chademo.com) connectors can be provided using only FY2022 NEVI Funds. Each AC Level 2 charging port must have a permanently attached J1772 connector and must charge any J1772-compliant vehicle.
(d) Power level. (1) DCFC charging ports must support output voltages between 250 volts DC and 920 volts DC. DCFCs located along and designed to serve users of designated AFCs must have a continuous power delivery rating of at least 150 kilowatt (kW) and supply power according to an EV's power delivery request up to 150 kW, simultaneously from each charging port at a charging station. These corridor-serving DCFC charging stations may conduct power sharing so long as each charging port continues to meet an EV's request for power up to 150 kW.
(2) Each AC Level 2 charging port must have a continuous power delivery rating of at least 6 kW and the charging station must be capable of providing at least 6 kW per port simultaneously across all AC ports. AC Level 2 chargers may conduct power sharing and/or participate in smart charge management programs so long as each charging port continues to meet an EV's demand for power up to 6 kW, unless the EV charging customer consents to accepting a lower power level.
(e) Availability. Charging stations located along and designed to serve users of designated Alternative Fuel Corridors must be available for use and sited at locations physically accessible to the public 24 hours per day, 7 days per week, year-round. Charging stations not located along or not designed to serve users of designated Alternative Fuel Corridors must be available for use and accessible to the public at least as frequently as the business operating hours of the site host. This section does not prohibit isolated or temporary interruptions in service or access because of maintenance or repairs or due to the exclusions outlined in § 680.116(b)(3).
(f) Payment methods. Unless charging is permanently provided free of charge to customers, charging stations must:
(1) Provide for secure payment methods, accessible to persons with disabilities, which at a minimum shall include a contactless payment method that accepts major debit and credit cards, and either an automated toll-free phone number or a short message/messaging system (SMS) that provides the EV charging customer with the option to initiate a charging session and submit payment;
(2) Not require a membership for use;
(3) Not delay, limit, or curtail power flow to vehicles on the basis of payment method or membership; and
(4) Provide access for users that are limited English proficient and accessibility for people with disabilities. Automated toll-free phone numbers and SMS payment options must clearly identify payment access for these populations.
(g) Equipment certification. States or other direct recipients must ensure that all chargers are certified by an Occupational Safety and Health Administration Nationally Recognized Testing Laboratory and that all AC Level 2 chargers are ENERGY STAR certified. DCFC and AC Level 2 chargers should be certified to the appropriate Underwriters Laboratories (UL) standards for EV charging system equipment.
(h) Security. States or other direct recipients must implement physical and cybersecurity strategies consistent with their respective State EV Infrastructure Deployment Plans to ensure charging station operations protect consumer data and protect against the risk of harm to, or disruption of, charging infrastructure and the grid.
(1) Physical security strategies may include topics such as lighting; siting and station design to ensure visibility from onlookers; driver and vehicle safety; video surveillance; emergency call boxes; fire prevention; charger locks; and strategies to prevent tampering and illegal surveillance of payment devices.
(2) Cybersecurity strategies may include the following topics: user identity and access management; cryptographic agility and support of multiple PKIs; monitoring and detection; incident prevention and handling; configuration, vulnerability, and software update management; third-party cybersecurity testing and certification; and continuity of operation when communication between the charger and charging network is disrupted.
(i) Long-term stewardship. States or other direct recipients must ensure that chargers are maintained in compliance with this part for a period of not less than 5 years from the initial date of operation.
(j) Qualified technician. States or other direct recipients shall ensure that the workforce installing, maintaining, and operating chargers has appropriate licenses, certifications, and training to ensure that the installation and maintenance of chargers is performed safely by a qualified and increasingly diverse workforce of licensed technicians and other laborers. Further:
(1) Except as provided in paragraph (j)(2) of this section, all electricians installing, operating, or maintaining EVSE must meet one of the following requirements:
(i) Certification from the EVITP.
(ii) Graduation or a continuing education certificate from a registered apprenticeship program for electricians that includes charger-specific training and is developed as a part of a national guideline standard approved by the Department of Labor in consultation with the Department of Transportation.
(2) For projects requiring more than one electrician, at least one electrician must meet the requirements above, and at least one electrician must be enrolled in an electrical registered apprenticeship program.
(3) All other onsite, non-electrical workers directly involved in the installation, operation, and maintenance of chargers must have graduated from a registered apprenticeship program or have appropriate licenses, certifications, and training as required by the State.
(k) Customer service. States or other direct recipients must ensure that EV charging customers have mechanisms to report outages, malfunctions, and other issues with charging infrastructure. Charging station operators must enable access to accessible platforms that provide multilingual services. States or other direct recipients must comply with the American with Disabilities Act of 1990 requirements and multilingual access when creating reporting mechanisms.
(l) Customer data privacy. Charging station operators must collect, process, and retain only that personal information strictly necessary to provide the charging service to a consumer, including information to complete the charging transaction and to provide the location of charging stations to the consumer. Chargers and charging networks should be compliant with appropriate Payment Card Industry Data Security Standards (PCI DSS) for the processing, transmission, and storage of cardholder data. Charging Station Operators must also take reasonable measures to safeguard consumer data.
(m) Use of program income. (1) Any net income from revenue from the sale, use, lease, or lease renewal of real property acquired shall be used for Title 23, United States Code, eligible projects.
(2) For purposes of program income or revenue earned from the operation of an EV charging station, the State or other direct recipient should ensure that all revenues received from operation of the EV charging facility are used only for:
(i) Debt service with respect to the EV charging station project, including funding of reasonable reserves and debt service on refinancing;
(ii) A reasonable return on investment of any private person financing the EV charging station project, as determined by the State or other direct recipient;
(iii) Any costs necessary for the improvement and proper operation and maintenance of the EV charging station, including reconstruction, resurfacing, restoration, and rehabilitation;
(iv) If the EV charging station is subject to a public-private partnership agreement, payments that the party holding the right to the revenues owes to the other party under the public-private partnership agreement; and
(v) Any other purpose for which Federal funds may be obligated under Title 23, United States Code.
§ 680.108 Interoperability of electric vehicle charging infrastructure.
(a) Charger-to-EV communication. Chargers must conform to ISO 15118-3 and must have hardware capable of implementing both ISO 15118-2 and ISO 15118-20. By February 28, 2024, charger software must conform to ISO 15118-2 and be capable of Plug and Charge. Conformance testing for charger software and hardware should follow ISO 15118-4 and ISO 15118-5, respectively.
(b) Charger-to-Charger-Network Communication. Chargers must conform to Open Charge Point Protocol (OCPP) 1.6J or higher. By February 28, 2024, chargers must conform to OCPP 2.0.1.
(c) Charging-Network-to-Charging-Network Communication. By February 28, 2024, charging networks must be capable of communicating with other charging networks in accordance with Open Charge Point Interface (OCPI) 2.2.1.
(d) Network switching capability. Chargers must be designed to securely switch charging network providers without any changes to hardware.
§ 680.110 Traffic control devices or on-premises signs acquired, installed, or operated.
(a) Manual on Uniform Traffic Control Devices for Streets and Highways. All traffic control devices must comply with part 655 of this subchapter.
(b) On-premises signs. On-property or on-premise advertising signs must comply with part 750 of this chapter.
§ 680.112 Data submittal.
(a) Quarterly data submittal. States and other direct recipients must ensure the following data are submitted on a quarterly basis in a manner prescribed by the FHWA. Any quarterly data made public will be aggregated and anonymized to protect confidential business information.
(1) Charging station identifier that the following data can be associated with. This must be the same charging station name or identifier used to identify the charging station in data made available to third-parties in § 680.116(c)(1);
(2) Charging port identifier. This must be the same charging port identifier used to identify the charging port in data made available to third-parties in § 680.116(c)(8)(ii);
(3) Charging session start time, end time, and any error codes associated with an unsuccessful charging session by port;
(4) Energy (kWh) dispensed to EVs per charging session by port;
(5) Peak session power (kW) by port;
(6) Payment method associated with each charging session;
(7) Charging station port uptime, T_outage, and T_excluded calculated in accordance with the equation in § 680.116(b) for each of the previous 3 months;
(8) Duration (minutes) of each outage.
(b) Annual data submittal. Beginning in 2024, States and other direct recipients must ensure the following data are submitted on an annual basis, on or before March 1, in a manner prescribed by FHWA. Any annual data made public will be aggregated and anonymized to protect confidential business information.
(1) Maintenance and repair cost per charging station for the previous year.
(2) For private entities identified in paragraph (c)(1) of this section, identification of and participation in any State or local business opportunity certification programs including but not limited to minority-owned businesses, Veteran-owned businesses, woman-owned businesses, and businesses owned by economically disadvantaged individuals.
(c) One-time data submittal. This paragraph (c) applies only to both the NEVI Formula Program projects and grants awarded under 23 U.S.C. 151(f) for projects that are for EV charging stations located along and designed to serve the users of designated AFCs. Beginning in 2024, States and other direct recipients must ensure the following data are collected and submitted once for each charging station, on or before March 1 of each year, in a manner prescribed by the FHWA. Any one-time data made public will be aggregated and anonymized to protect confidential business information.
(1) The name and address of the private entity(ies) involved in the operation and maintenance of chargers.
(2) Distributed energy resource installed capacity, in kW or kWh as appropriate, of asset by type (e.g., stationary battery, solar, etc.) per charging station; and
(3) Charging station real property acquisition cost, charging equipment acquisition and installation cost, and distributed energy resource acquisition and installation cost; and
(4) Aggregate grid connection and upgrade costs paid to the electric utility as part of the project, separated into:
(i) Total distribution and system costs, such as extensions to overhead/underground lines, and upgrades from single-phase to three-phase lines; and
(ii) Total service costs, such as the cost of including poles, transformers, meters, and on-service connection equipment.
(d) Community engagement outcomes report. This paragraph (d) only applies to the NEVI Formula Program projects. States must include in the State EV Infrastructure Deployment Plan a description of the community engagement activities conducted as part of the development and approval of their most recently-submitted State EV Infrastructure Deployment Plan, including engagement with DACs.
§ 680.114 Charging network connectivity of electric vehicle charging infrastructure.
(a) Charger-to-charger-network communication. (1) Chargers must communicate with a charging network via a secure communication method. See § 680.108 for more information about OCPP requirements.
(2) Chargers must have the ability to receive and implement secure, remote software updates and conduct real-time protocol translation, encryption and decryption, authentication, and authorization in their communication with charging networks.
(3) Charging networks must perform and chargers must support remote charger monitoring, diagnostics, control, and smart charge management.
(4) Chargers and charging networks must securely measure, communicate, store, and report energy and power dispensed, real-time charging-port status, real-time price to the customer, and historical charging-port uptime.
(b) Interoperability. See § 680.108 for interoperability requirements.
(c) Charging-network-to-charging-network communication. A charging network must be capable of communicating with other charging networks to enable an EV driver to use a single method of identification to charge at Charging Stations that are a part of multiple charging networks. See § 680.108 for more information about OCPI requirements.
(d) Charging-network-to-grid communication. Charging networks must be capable of secure communication with electric utilities, other energy providers, or local energy management systems.
(e) Disrupted network connectivity. Chargers must remain functional if communication with the charging network is temporarily disrupted, such that they initiate and complete charging sessions, providing the minimum required power level defined in § 680.106(d).
§ 680.116 Information on publicly available electric vehicle charging infrastructure locations, pricing, real time availability, and accessibility through mapping.
(a) Communication of price. (1) The price for charging must be displayed prior to initiating a charging transaction and be based on the price for electricity to charge in $/kWh. If the price for charging is not currently based on the price for electricity to charge an Electric Vehicle in $/kWh, the requirements of this subparagraph must be satisfied within one year from February 28, 2023.
(2) The price for charging displayed and communicated via the charging network must be the real-time price (i.e., price at that moment in time). The price at the start of the session cannot change during the session.
(3) Price structure including any other fees in addition to the price for electricity to charge must be clearly displayed and explained.
(b) Minimum uptime. States or other direct recipients must ensure that each charging port has an average annual uptime of greater than 97%.
(1) A charging port is considered “up” when its hardware and software are both online and available for use, or in use, and the charging port successfully dispenses electricity in accordance with requirements for minimum power level (see § 680.106(d)).
(2) Charging port uptime must be calculated on a monthly basis for the previous twelve months.
(3) Charging port uptime percentage must be calculated using the following equation:
µ = ((525,600−(T_outage−T_excluded))/525,600) × 100
where: µ = port uptime percentage, T_outage = total minutes of outage in previous year, and T_excluded = total minutes of outage in previous year caused by the following reasons outside the charging station operator's control, provided that the charging station operator can demonstrate that the charging port would otherwise be operational: electric utility service interruptions, failure to charge or meet the EV charging customer's expectation for power delivery due to the fault of the vehicle, scheduled maintenance, vandalism, or natural disasters. Also excluded are hours outside of the identified hours of operation of the charging station.
(c) Third-party data sharing. States or other direct recipients must ensure that the following data fields are made available, free of charge, to third-party software developers, via application programming interface:
(1) Unique charging station name or identifier;
(2) Address (street address, city, State, and zip code) of the property where the charging station is located;
(3) Geographic coordinates in decimal degrees of exact charging station location;
(4) Charging station operator name;
(5) Charging network provider name;
(6) Charging station status (operational, under construction, planned, or decommissioned);
(7) Charging station access information:
(i) Charging station access type (public or limited to commercial vehicles);
(ii) Charging station access days/times (hours of operation for the charging station);
(8) Charging port information:
(i) Number of charging ports;
(ii) Unique port identifier;
(iii) Connector types available by port;
(iv) Charging level by port (DCFC, AC Level 2, etc.);
(v) Power delivery rating in kilowatts by port;
(vi) Accessibility by vehicle with trailer (pull-through stall) by port (yes/no);
(vii) Real-time status by port in terms defined by Open Charge Point Interface 2.2.1;
(9) Pricing and payment information:
(i) Pricing structure;
(ii) Real-time price to charge at each charging port, in terms defined by Open Charge Point Interface 2.2.1; and
(iii) Payment methods accepted at charging station.
§ 680.118 Other Federal requirements.
All applicable Federal statutory and regulatory requirements apply to the EV charger projects. These requirements include, but are not limited to:
(a) All statutory and regulatory requirements that are applicable to funds apportioned under chapter 1 of Title 23, United States Code, and the requirements of 2 CFR part 200 apply. This includes the applicable requirements of 23, United States Code, and Title 23, Code of Federal Regulations, such as the applicable Buy America requirements at 23 U.S.C. 313 and Build America, Buy America Act (Pub. L. No 117-58, div. G sections 70901-70927).
(b) As provided at 23 U.S.C. 109(s)(2), projects to install EV chargers are treated as if the project is located on a Federal-aid highway. As a project located on a Federal-aid highway, 23 U.S.C. 113 applies and Davis Bacon Federal wage rate requirements included at subchapter IV of chapter 31 of Title 40, U.S.C., must be paid for any project funded with NEVI Formula Program funds.
(c) The American with Disabilities Act of 1990 (ADA), and implementing regulations, apply to EV charging stations by prohibiting discrimination on the basis of disability by public and private entities. EV charging stations must comply with applicable accessibility standards adopted by the Department of Transportation into its ADA regulations (49 CFR part 37) in 2006, and adopted by the Department of Justice into its ADA regulations (28 CFR parts 35 and 36) in 2010.
(d) Title VI of the Civil Rights Act of 1964, and implementing regulations, apply to this program to ensure that no person shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance.
(e) All applicable requirements of Title VIII of the Civil Rights Act of 1968 (Fair Housing Act), and implementing regulations, apply to this program.
(f) The Disadvantaged Business Enterprise (DBE) program does not apply to the NEVI Formula Funds; however, the DBE program may apply to other programs apportioned under chapter 1 of Title 23, United States Code.
(g) The Uniform Relocation Assistance and Real Property Acquisition Act, and implementing regulations, apply to this program by establishing minimum standards for federally funded programs and projects that involve the acquisition of real property (real estate) or the displacement or relocation of persons from their homes, businesses, or farms.
(h) The National Environmental Policy Act of 1969 (NEPA), the Council on Environmental Quality's NEPA implementing regulations, and applicable agency NEPA procedures apply to this program by establishing procedural requirements to ensure that Federal agencies consider the consequences of their proposed actions on the human environment and inform the public about their decision making for major Federal actions significantly affecting the quality of the human environment.