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A comparison of AASHTO bridge load rating methods / by Mlynarski, Mark.(CARDINAL)308185; Nowak, Andrzej S.(CARDINAL)308183; Wassef, Wagdy G.(CARDINAL)308184; United States.Federal Highway Administration.(CARDINAL)139839; American Association of State Highway and Transportation Officials.(CARDINAL)138446; National Cooperative Highway Research Program.(CARDINAL)281856; National Research Council (U.S.).Transportation Research Board.(CARDINAL)141287;
Research sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration
Subjects: Technical reports.; Bridges; Load factor design.;
Available copies: 1 / Total copies: 1
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Load and resistance factor design (LRFD) for analysis/design of piles axial capacity / by Rahman, M. Shamimur.(CARDINAL)285020; North Carolina.Department of Transportation.Research and Analysis Group.(CARDINAL)272064; North Carolina State University.Department of Civil, Construction, and Environmental Engineering.(CARDINAL)307977;
Includes bibliographical references (pages 117-123).Final report;Performed by the North Carolina State University Department of Civil, Construction & Environmental Engirneering, sponsored by the North Carolina Department of Transportation, Research and Analysis Group.
Subjects: Technical reports.; Concrete bridges; Concrete piling; Load factor design.;
Available copies: 5 / Total copies: 7
On-line resources: https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371; https://digital.ncdcr.gov/documents/detail/3692371;
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Guide specifications for alternate load factor design procedures for steel beam bridges using braced compact sections, 1991. by American Association of State Highway and Transportation Officials.Subcommittee on Bridges and Structures.(CARDINAL)308816;
Includes bibliographical references (page 40).
Subjects: Iron and steel bridges; Iron and steel bridges; Bridges;
Available copies: 1 / Total copies: 1
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Development and calibration of AASHTO LRFD specifications for structural supports for highway signs, luminaires, and traffic signals / by Puckett, Jay Alan,author.(CARDINAL)330691; Garlich, Michael J.(CARDINAL)331731; Nowak, Andrzej S.(CARDINAL)308183; Barker, Michael G.(CARDINAL)331726; United States.Federal Highway Administration,sponsor.(CARDINAL)139839; American Association of State Highway and Transportation Officials,sponsor.(CARDINAL)138446; National Cooperative Highway Research Program,sponsor.(CARDINAL)281856; National Research Council (U.S.).Transportation Research Board,issuing body.(CARDINAL)141287;
Includes bibliographical references (pages 34-37).Summary -- chapter 1. Introduction and research approach -- chapter 2. Findings -- chapter 3. Interpretation, appraisal, and application -- chapter 4. Conclusions and suggested research -- Bibliography -- Appendices."TRB's National Cooperative Highway Research Program (NCHRP) Report 796: Development and Calibration of AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals provides specifications for structural supports of highway signs, luminaires, and traffic signals for consideration and inclusion in the American Association of State Highway and Transportation Officials (AASHTO) load and resistance factor design (LRFD) methodology. The report includes the Research Report, which documents the entire research effort, and the Appendix A: Calibration Report. Appendix B: AASHTO LRFD Specifications will be published by AASHTO. Other appendices are available on the TRB website, including: Appendix C: Design Examples, Appendix D: Survey Results, Appendix E: Fatigue Resistance Comparisons."--Publisher's description.Research sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration
Subjects: Technical reports.; Traffic signs and signals; Roads; Load factor design.;
Available copies: 1 / Total copies: 1
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LRFD bridge design specifications / by American Association of State Highway and Transportation Officials.Committee on Bridges and Structures.; American Association of State Highway and Transportation Officials,issuing body.(CARDINAL)138446;
Includes bibliographical references and index.Volume 1. Introduction -- General design and location features -- Loads and load factors -- Structural analysis and evaluation -- Concrete structures -- Volume 2. Steel structures -- Aluminum structures -- Wood structures -- Decks and deck systems -- Volume 3. Foundations -- Walls, abutments, and piers -- Buried structures and tunnel liners -- Railings -- Joints and bearings -- Design and sound barriers."The AASHTO LRFD Bridge Design Specifications are intended for use in the design, evaluation, and rehabilitation of bridges. The specifications employ the Load and Resistance Factor Design (LRFD) methodology, using factors developed from current statistical knowledge of loads and structural performance. This 10th edition includes updates to almost all sections of the specifications, with extensive revisions made to Section 5, Concrete Structures; Section 6, Steel Structures; and Section 3, Loads and Load Factors, which includes information on new risk-targeted design response spectra." -- Publisher's website.
Subjects: Standards (Reference works); Bridges; Bridges; Bridges; Load factor design.;
Available copies: 2 / Total copies: 2
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Interim specifications, bridges--1994 / by American Association of State Highway and Transportation Officials.Subcommittee on Bridges and Structures.(CARDINAL)308816;
Includes bibliographical references.Contains revisions to Standard specifications for highway bridges (1992), Guide specifications for design and construction of segmental concrete bridges (1989), Guide specifications for alternate load factor design procedures for steel beam bridges using braced compact sections (1991) and ANSI/AASHTO/AWS D1.5-88 bridge welding code.
Subjects: Handbooks and manuals.; Bridges; Bridges; Concrete bridges; Bridges;
Available copies: 1 / Total copies: 1
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AASHTO LRFD bridge design specifications : customary U.S. units. by American Association of State Highway and Transportation Officials.(CARDINAL)138446;
Includes bibliographical references and index.
Subjects: Bridges; Bridges; Bridges;
Available copies: 1 / Total copies: 1
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AASHTO LRFD bridge design specifications : U.S. units / by American Association of State Highway and Transportation Officials.Subcommittee on Bridges and Structures.(CARDINAL)308816;
Subjects: Handbooks and manuals.; Bridges; Bridges; Bridges; Bridges;
Available copies: 1 / Total copies: 1
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Updated test and design methods for thermoplastic drainage pipe / by McGrath, T. J.(Timothy J.)(CARDINAL)337375; Moore, Ian D.(CARDINAL)337376; Hsuan, Y. G.(Yick Grace),1956-(CARDINAL)337377; United States.Federal Highway Administration.(CARDINAL)139839; American Association of State Highway and Transportation Officials.(CARDINAL)138446; National Cooperative Highway Research Program.(CARDINAL)281856; National Research Council (U.S.).Transportation Research Board.(CARDINAL)141287;
Includes bibliographical references.Summary -- Introduction and research approach -- Findings -- Interpretation, appraisal, and application -- Conclusions -- References -- Appendices.This report contains the findings of research performed to develop a recommended load and resistance factor design (LRFD) specification for thermoplastic pipe used in culverts and drainage systems for highway structures. The report details the research performed and includes a recommended LRFD design specification, a quality assurance specification for manufactured thermoplastic pipe, and the results of supporting analyses.Research sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration
Subjects: Technical reports.; Pipe, Plastic; Thermoplastics; Road drainage.;
Available copies: 1 / Total copies: 1
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Curved steel bridge research project. by Zureick, Abdul-Hamid.(CARDINAL)308506; Naqib, R.; Yadlosky, John M.(CARDINAL)317088; United States.Federal Highway Administration.(CARDINAL)139839; HDR Engineering.(CARDINAL)205125;
Includes bibliographical references (pages 43-103).Introduction -- Analysis methods -- Curved I-girder bridges -- Curved box girder bridges -- Conclusions and recommendations for further studies -- Appendix A -- References.Interim report;The objectives of the FHWA Curved Steel Bridge Program are (1) to conduct fundamental research into the structural behavior of curved steel flexural members and bridges, and (2) to address construction issues, in order to provide adequate information to develop and clarify design specifications. This program focuses on four areas: (1) synthesis of work that has been done since the Consortium of University Research Teams (CURT) Project; (2) update of the current specification in a load factor design format; (3) conduct of research recommended by Structural Stability Research Council's (SSRC's) Task Group 14 at the April 14-15, 1991 workshop; and (4) development of a load and resistance factor design specification based on research conducted area 3. This report summarizes the results of a comprehensive literature search under the FHWA research program.Performed by HDR Engineering, Inc. under contract no.
Subjects: Technical reports.; Curves in engineering.; Iron and steel bridges; Steel, Structural;
Available copies: 1 / Total copies: 1
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