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AASHTO LRFDMOV

AASHTO LRFD Movable Highway Bridge Design Specifications

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Organization: AASHTO
Publication Date: 1 January 2007
Status: inactive
Page Count: 293
scope:

FOREWORD

The first broadly recognized national standard for the design and construction of bridges in the United States was published in 1931 by the American Association of State Highway Officials (AASHO), the predecessor to AASHTO. With the advent of the automobile and the establishment of highway departments in all of the American states dating back to just before the turn of the century, the design, construction, and maintenance of most U.S. bridges was the responsibility of these departments and, more specifically, the chief bridge engineer within each department. It was natural, therefore, that these engineers, acting collectively as the AASHTO Highway Subcommittee on Bridges and Structures, would become the author and guardian of this first bridge standard.

This first publication was entitled Standard Specifications for Highway Bridges and Incidental Structures. It quickly became the de facto national standard and, as such, was adopted and used by not only the state highway departments but also other bridge-owning authorities and agencies in the United States and abroad. Rather early on, the last three words of the original title were dropped and it has been reissued in consecutive editions at approximately four-year intervals ever since as Standard Specifications for Highway Bridges, with the final 17th edition appearing in 2002.

The body of knowledge related to the design of highway bridges has grown enormously since 1931 and continues to do so. Theory and practice have evolved greatly, reflecting advances through research in understanding the properties of materials, in improved materials, in more rational and accurate analysis of structural behavior, in the advent of computers and rapidly advancing computer technology, in the study of external events representing particular hazards to bridges such as seismic events and stream scour, and in many other areas. The pace of advances in these areas has, if anything, stepped up in recent years. To accommodate this growth in bridge engineering knowledge, the Subcommittee on Bridges and Structures has been granted authority under AASHTO's governing documents to approve and issue Bridge Interims each year, not only with respect to the Standard Specifications but also to incrementally modify and enhance the twenty-odd additional documents on bridges and structures engineering that are under its guidance and sponsorship.

In 1986, the Subcommittee submitted a request to the AASHTO Standing Committee on Research to undertake an assessment of U.S. bridge design specifications, to review foreign design specifications and codes, to consider design philosophies alternative to those underlying the Standard Specifications, and to render recommendations based on these investigations. This work was accomplished under the National Cooperative Highway Research Program (NCHRP), an applied research program directed by the AASHTO Standing Committee on Research and administered on behalf of AASHTO by the Transportation Research Board (TRB). The work was completed in 1987, and, as might be expected with a standard incrementally adjusted over the years, the Standard Specifications were judged to include discernible gaps, inconsistencies, and even some conflicts. Beyond this, the specification did not reflect or incorporate the most recently developing design philosophy, load-and-resistance factor design (LRFD), a philosophy which has been gaining ground in other areas of structural engineering and in other parts of the world such as Canada and Europe.

From its inception until the early 1970s, the sole design philosophy embedded within the Standard Specifications was one known as working stress design (WSD). WSD establishes allowable stresses as a fraction or percentage of a given material's load-carrying capacity, and requires that calculated design stresses not exceed those allowable stresses. Beginning in the early 1970s, WSD began to be adjusted to reflect the variable predictability of certain load types, such as vehicular loads and wind forces, through adjusting design factors, a design philosophy referred to as load factor design (LFD). Both WSD and LFD are reflected in the current edition of the Standard Specifications.

A further philosophical extension results from considering the variability in the properties of structural elements, in similar fashion to load variabilities. While considered to a limited extent in LFD, the design philosophy of load-andresistance factor design (LRFD) takes variability in the behavior of structural elements into account in an explicit manner. LRFD relies on extensive use of statistical methods, but sets forth the results in a manner readily usable by bridge designers and analysts.

With the advent of these specifications, bridge engineers had a choice of two standards to guide their designs, the long-standing AASHTO Standard Specifications for Highway Bridges, and the alternative, newly adopted AASHTO LRFD Bridge Design Specifications, and its companions, AASHTO LRFD Bridge Construction Specifications and AASHTO LRFD Movable Highway Bridge Design Specifications. Subsequently, the Federal Highway Administration (FHWA) and the states have established a goal that LRFD standards be incorporated in all new bridge designs after 2007.

Interim Specifications are usually published in the middle of the calendar year, and a revised edition of this book is generally published every four years. The Interim Specifications have the same status as AASHTO standards, but are tentative revisions approved by at least two-thirds of the Subcommittee. These revisions are voted on by the AASHTO member departments prior to the publication of each new edition of this book and, if approved by at least two-thirds of the members, they are included in the new edition as standards of the Association. AASHTO members are the 50 State Highway or Transportation Departments, the District of Columbia, and Puerto Rico. Each member has one vote. The U.S. Department of Transportation is a nonvoting member.

Annual Interim Specifications are generally used by the States after their adoption by the Subcommittee. Orders for these annual Interim Specifications may be placed by visiting our web site, bookstore.transportation.org; calling the AASHTO Publication Sales Office toll free (within the U.S. and Canada), 1-800-231-3475; or mailing to P.O. Box 96716, Washington, DC 20906-6716. A free copy of the current publication catalog can be downloaded from our website or requested from the Publications Sales Office.

Document History

August 1, 2023
AASHTO LRFD Movable Highway Bridge Design Specifications
Specifications The structural design of movable bridges shall conform to the requirements of the latest edition of the AASHTO LRFD Bridge Design Specifications, including all applicable interim...
January 1, 2011
2011 Interim Revisions to AASHTO LRFD Movable Highway Bridge Design Specifications
General AASHTO has issued proposed interim revisions to AASHTO LRFD Movable Bridge Design Specifications, Second Edition (2007). This packet contains the revised pages. They are not designed to...
January 1, 2010
AASHTO LRFD Movable Highway Bridge Design Specifications
General AASHTO has issued proposed interim revisions to AASHTO LRFD Movable Bridge Design Specifications, Second Edition (2007). This packet contains the revised pages. They are not designed to...
January 1, 2008
AASHTO LRFD Movable Highway Bridge Design Specifications
Preface The AASHTO LRFD Movable Highway Bridge Design Specifications has the following eight sections: Section 1 - General Provisions Section 2 - Structural Design Section 3 - Seismic Design Section...
January 1, 2007
AASHTO LRFD Movable Highway Bridge Design Specifications
Specifications The structural design of movable bridges shall conform to the requirements of the latest edition of the AASHTO LRFD Bridge Design Specifications including all applicable interim...
January 1, 2007
AASHTO LRFD Movable Highway Bridge Design Specifications
GENERAL CRITERIA These Specifications cover the design of movable highway bridges. The requirements for fixed span bridges, as given in the latest edition of the AASHTO LRFD Bridge Design...
January 1, 2007
AASHTO LRFD Movable Highway Bridge Design Specifications
Preface The AASHTO LRFD Movable Highway Bridge Design Specifications has the following eight sections: Section 1 - General Provisions Section 2 - Structural Design Section 3 - Seismic Design Section...
AASHTO LRFDMOV
January 1, 2007
AASHTO LRFD Movable Highway Bridge Design Specifications
FOREWORD The first broadly recognized national standard for the design and construction of bridges in the United States was published in 1931 by the American Association of State Highway Officials...
January 1, 2007
2015 Interim Revisions to AASHTO LRFD Movable Highway Bridge Design Specifications
A description is not available for this item.
January 1, 2007
AASHTO LRFD Movable Highway Bridge Design Specifications
A description is not available for this item.
January 1, 2000
AASHTO LRFD Movable Highway Bridge Design Specifications
Preface The AASHTO LRFD Movable Highway Bridge Design Specifications has the following eight sections: Section 1 - General Provisions Section 2 - Structural Design Section 3 - Seismic Design Section...

References

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