AASHTO LRFD Bridge Design Specifications. Seventh Edition, 2014. Parts I and II

The provisions of these specifications are intended for the design, evaluation, and rehabilitation of both fixed and movable highway bridges. The design provisions employ the Load and Resistance Factor Design (LRFD) methodology. They are presented in the following 15 sections: (1) Introduction; (2) General Design and Location Features; (3) Loads and Load Factors; (4) Structural Analysis and Evaluation; (5) Concrete Structures; (6) Steel Structures; (7) Aluminum Structures; (8) Wood Structures; (9) Decks and Deck Systems; (10) Foundations; (11) Abutments, Piers, and Walls; (12) Buried Structures and Tunnel Liners; (13) Railings; (14) Joints and Bearings; and (15) Design of Sound Barriers. A table of contents precedes each section and references follow each section. An index also is provided.

  • Availability:
  • Supplemental Notes:
    • This publication is bound in two parts: Part I: Sections 1-6 and Part II: Sections 7-Index. The 2015 Interim Revisions to this report have been published. The packet contains revised pages which should be kept with the book for reference. The ISBN for the revisions is 9781560516279 and the Publication Code is LRFDUS-7-I1. The 2016 Interim Revisions to this report have been published. The packet contains revised pages which should be kept with the book for reference. The ISBN for the 2016 revisions is 9781560516378 and the Publication Code is LRFDUS-7-12.
  • Corporate Authors:

    American Association of State Highway and Transportation Officials (AASHTO)

    444 North Capitol Street, NW
    Washington, DC  United States  20001
  • Publication Date: 2014

Language

  • English

Media Info

  • Media Type: Print
  • Edition: 7th Edition
  • Features: Figures; References; Tables;
  • Pagination: v.p.

Subject/Index Terms

Filing Info

  • Accession Number: 01534818
  • Record Type: Publication
  • ISBN: 9781560515920
  • Report/Paper Numbers: LRFDUS-7
  • Files: TRIS, ATRI
  • Created Date: Aug 19 2014 2:32PM