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    DOT 23 CFR PART 625-2011 DESIGN STANDARDS FOR HIGHWAYS.pdf

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    DOT 23 CFR PART 625-2011 DESIGN STANDARDS FOR HIGHWAYS.pdf

    1、155 Federal Highway Administration, DOT Pt. 625 copy of a suitable map or maps identi-fied by the Federal-aid project number, with the facilities to be relinquished and the date of such relinquishment ac-tion clearly delineated thereon. (2) If it is found at any time after re-linquishment that a rel

    2、inquished facil-ity is in fact required for the safe and proper operation of the Federal-aid highway, the State shall take imme-diate action to restore such facility to its jurisdiction without cost to Fed-eral-aid highway funds. (3) If it is found at any time that a relinquished frontage road or po

    3、rtion 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 pub-lic road, it is to be understood that the Federal Highway Administrator may cause to be withheld from Fed

    4、eral-aid highway funds due to the State an amount equal to the Federal-aid par-ticipation in the abandoned facility. (4) In no case shall any relinquish-ment 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,

    5、 with-out the prior approval of the Federal Highway Administrator. (5) There cannot be additional Fed-eral-aid participation in future con-struction or reconstruction on any re-linquished off the Federal-aid sys-tem facility unless the underlying reason for such future work is caused by future impro

    6、vement of the associ-ated Federal-aid highway. (g) In the event that a State desires to apply for approval by the Federal Highway Administrator for the relin-quishment of a facility such as de-scribed in paragraph (d) (1) and (2) of this section, the facts pertinent to such proposal are to be presen

    7、ted to the di-vision engineer of the FHWA. The divi-sion engineer shall have appropriate re-view made of such presentation and forward the material presented by the State together with his findings there-on through the Regional Federal High-way Administrator for consideration by the Federal Highway

    8、Administrator and determination of action to be taken. (h) No change may be made in con-trol of access, without the joint deter-mination and approval of the SHA and FHWA. This would not prevent the re-linquishment of title, without prior ap-proval of the FHWA, of a segment of the right-of-way provid

    9、ed there is an abandonment of a section of highway inclusive of such segment. (i) Relinquishments must be justified by the States finding concurred in by the FHWA, that: (1) The subject land will not be need-ed for Federal-aid highway purposes in the foreseeable future; (2) That the right-of-way bei

    10、ng re-tained is adequate under present day standards for the facility involved; (3) That the release will not ad-versely 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

    11、scenic beauty adjacent to the highway consonant with the intent of 23 U.S.C. 319 and Pub. L. 89285, Title III, sec-tions 302305 (Highway Beautification Act of 1965). (j) If a relinquishment is to a Fed-eral, State, or local government agency for highway purposes, there need not be a charge to the sa

    12、id 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 eligi-ble 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 77

    13、502, Dec. 19, 2008 PART 625DESIGN STANDARDS FOR HIGHWAYS Sec. 625.1 Purpose. 625.2 Policy. 625.3 Application. 625.4 Standards, policies, and standard spec-ifications. AUTHORITY: 23 U.S.C. 109, 315, and 402; Sec. 1073 of Pub. L. 102240, 105 Stat. 1914, 2012; 49 CFR 1.48(b) and (n). SOURCE: 62 FR 1539

    14、7, Apr. 1, 1997, unless otherwise noted. VerDate Mar2010 09:39 May 11, 2011 Jkt 223076 PO 00000 Frm 00165 Fmt 8010 Sfmt 8010 Y:SGML223076.XXX 223076wwoods2 on DSK1DXX6B1PROD with CFRProvided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-156 23 CFR Ch. I (41

    15、11 Edition) 625.1 625.1 Purpose. To designate those standards, poli-cies, 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 pro-posed National

    16、 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 safe-ty, durability, and economy of mainte-nance; and (2) Be designed and constructed in ac-cordance with criteria best s

    17、uited 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 re-habilitation (RRR) projects, other than those on the Interstate system and other freeways, shall be constructed in accordance

    18、 with standards which pre-serve and extend the service life of highways and enhance highway safety. Resurfacing, restoration, and rehabili-tation work includes placement of ad-ditional surface material and/or other work necessary to return an existing roadway, including shoulders, bridges, the roads

    19、ide, 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 Nations highway transportation systems and to reduce highway hazards and the resu

    20、lt-ing number and severity of accidents on all the Nations highways. 625.3 Application. (a) Applicable Standards. (1) Design and construction standards for new construction, reconstruction, resur-facing (except for maintenance resur-facing), restoration, or rehabilitation of a highway on the NHS (ot

    21、her than a highway also on the Interstate System or other freeway) shall be those ap-proved by the Secretary in cooperation with the State highway departments. These standards may take into ac-count, in addition to the criteria de-scribed in 625.2(a), the following: (i) The constructed and natural e

    22、nvi-ronment of the area; (ii) The environmental, scenic, aes-thetic, historic, community, and pres-ervation impacts of the activity; and (iii) Access for other modes of trans-portation. (2) Federal-aid projects not on the NHS are to be designed, constructed, operated, and maintained in accord-ance w

    23、ith State laws, regulations, di-rectives, safety standards, design standards, and construction standards. (b) 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 min-imum valu

    24、es therein are to be handled in accordance with procedures in para-graph (f) of this section. If there is a conflict between criteria in the docu-ments enumerated in 625.4 of this part, the latest listed standard, policy, or standard specification will govern. (c) Application of FHWA regulations, al

    25、though cited in 625.4 of this part as standards, policies, and standard speci-fications, shall be as set forth therein. (d) This regulation establishes Fed-eral standards for work on the NHS re-gardless of funding source. (e) The Division Administrator shall determine the applicability of the roadwa

    26、y geometric design standards to traffic engineering, safety, and preven-tive maintenance projects which in-clude very minor or no roadway work. Formal findings of applicability are ex-pected only as needed to resolve con-troversies. (f) Exceptions. (1) Approval within the delegated authority provide

    27、d by FHWA Order M1100.1A may be given on a project basis to designs which do not conform to the minimum criteria as set forth in the standards, policies, and standard specifications for: (i) Experimental features on projects; and (ii) Projects where conditions war-rant that exceptions be made. (2) T

    28、he 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 VerDate Mar2010 09:39 May 11, 2011 Jkt 223076 PO 00000 Frm 00166 Fmt 8010 Sfmt 8010 Y:SGML223076.XXX 223076wwoods2 on DSK1DXX6B1PROD with CFRProvided by I

    29、HSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-157 Federal Highway Administration, DOT 625.4 all project conditions such as max-imum service and safety benefits for the dollar invested, compatibility with adjacent sections of roadway and the probable time before

    30、 reconstruction of the section due to increased traffic de-mands or changed conditions. 625.4 Standards, policies, and stand-ard specifications. The documents listed in this section are incorporated by reference with the approval of the Director of the Federal Register in accordance with 5 U.S.C. 55

    31、2(a) and 1 CFR part 51 and are on file at the Office of the Federal Register in Washington, DC. They are available as noted in paragraph (d) of this section. The other CFR references listed in this section are included for cross-reference purposes only. (a) Roadway and appurtenances. (1) A Policy on

    32、 Geometric Design of High-ways and Streets, AASHTO 2001. See 625.4(d)(1) (2) A Policy on Design Standards Interstate System, AASHTO, January 2005. See 625.4(d)(1) (3) The geometric design standards for resurfacing, restoration, and reha-bilitation (RRR) projects on NHS high-ways other than freeways

    33、shall be the procedures and the design or design cri-teria established for individual projects, groups of projects, or all non-freeway RRR projects in a State, and as approved by the FHWA. The other geometric design standards in this sec-tion do not apply to RRR projects on NHS highways other than f

    34、reeways, ex-cept as adopted on an individual State basis. The RRR design standards shall reflect the consideration of the traffic, safety, economic, physical, commu-nity, and environmental needs of the projects. (4) Erosion and Sediment Control on Highway Construction Projects, refer to 23 CFR part

    35、650, subpart B. (5) Location and Hydraulic Design of Encroachments on Flood Plains, refer to 23 CFR part 650, subpart A. (6) Procedures for Abatement of Highway Traffic Noise and Construc-tion Noise, refer to 23 CFR part 772. (7) Accommodation of Utilities, refer to 23 CFR part 645, subpart B. (8) P

    36、avement Design, refer to 23 CFR part 626. (b) Bridges and structures. (1) Stand-ard Specifications for Highway Bridges, Fifteenth Edition, AASHTO 1992. See 625.4(d)(1) (2) Interim SpecificationsBridges, AASHTO 1993. See 625.4(d)(1) (3) Interim SpecificationsBridges, AASHTO 1994. See 625.4(d)(1) (4)

    37、Interim SpecificationsBridges, AASHTO 1995. See 625.4(d)(1) (5) AASHTO LRFD Bridge Design Specifications, First Edition, AASHTO 1994 (U.S. Units). See 625.4(d)(1) (6) AASHTO LRFD Bridge Design Specifications, First Edition, AASHTO 1994 (SI Units). See 625.4(d)(1) (7) Standard Specifications for Mov-

    38、able Highway Bridges, AASHTO 1988. See 625.4(d)(1) (8) Bridge Welding Code, ANSI/ AASHTO/AWS D1.595, AASHTO. See 625.4(d) (1) and (2) (9) Structural Welding CodeRein-forcing Steel, ANSI/AWS D1.492, 1992. See 625.4(d)(2) (10) Standard Specifications for Structural Supports for Highway Signs, Luminair

    39、es and Traffic Signals, AASHTO 1994. See 625.4(d)(1) (11) Navigational Clearances for Bridges, refer to 23 CFR part 650, sub-part H. (c) Materials. (1) General Materials Requirements, refer to 23 CFR part 635, subpart D. (2) Standard Specifications for Trans-portation Materials and Methods of Sampli

    40、ng and Testing, parts I and II, AASHTO 1995. See 625.4(d)(1) (3) Sampling and Testing of Mate-rials and Construction, refer to 23 CFR part 637, subpart B. (d) Availability of documents incor-porated by reference. The documents listed in 625.4 are incorporated by ref-erence and are on file and availa

    41、ble for inspection at the National Archives and Records Administration (NARA). For information on the availability of this material at NARA, call 202741 6030, or go to: http:/www.archives.gov/ federallregister/ codeloflfederallregulations/ ibrllocations.html. These documents may also be reviewed at

    42、the Depart-ment of Transportation Library. These documents are also available for in-spection and copying as provided in 49 CFR part 7, appendix D. Copies of these VerDate Mar2010 09:39 May 11, 2011 Jkt 223076 PO 00000 Frm 00167 Fmt 8010 Sfmt 8010 Y:SGML223076.XXX 223076wwoods2 on DSK1DXX6B1PROD wit

    43、h CFRProvided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-158 23 CFR Ch. I (4111 Edition) Pt. 626 documents may be obtained from the following organizations: (1) American Association of State Highway and Transportation Officials (AASHTO), Suite 249, 444 N

    44、orth Capitol Street, NW., Washington, DC 20001. (2) American Welding Society (AWS), 2501 Northwest Seventh Street, Miami, FL 33125. 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 PART 626PAVEMENT POL

    45、ICY Sec. 626.1 Purpose. 626.2 Definitions. 626.3 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 spec

    46、ified 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 pr

    47、ovide adequate load carrying capac-ity. Factors which are considered in-clude: Materials, traffic, climate, maintenance, drainage, and life-cycle costs. 626.3 Policy. Pavement shall be designed to ac-commodate current and predicted traf-fic needs in a safe, durable, and cost ef-fective manner. PART

    48、627VALUE ENGINEERING Sec. 627.1 Purpose and applicability. 627.3 Definitions. 627.5 General principles and procedures. AUTHORITY: 23 U.S.C. 106(d), 106(f), 112(b), 302, 307, and 315; 49 CFR 18. SOURCE: 62 FR 6868, Feb. 14, 1997, unless otherwise noted. 627.1 Purpose and applicability. (a) This regul

    49、ation will establish a program to improve project quality, re-duce project costs, foster innovation, eliminate unnecessary and costly de-sign elements, and ensure efficient in-vestments by requiring the application of value engineering (VE) to all Fed-eral-aid highway projects on the Na-tional Highway System (NHS) with an estimated cost of $25 million or more. (b) In accordance with the Federal- State relatio


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