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Copyrighted material licensed to Tony Budianto Sihite on 2020-04-30 for licensee's use only. No further reproduction or networking is permitted. Distributed by Clarivate Analytics (US) LLC, www.techstreet.com.
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Dear Customer: Recently, we were made aware of some technical revisions that need to be applied to the AASHTO LRFD Bridge Design Specifications, 6th Edition. Please replace the existing text with the corrected text to ensure that your edition is both accurate and current. AASHTO staff sincerely apologizes for any inconvenience.
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Bridge Engineering Handbook, Second Edition
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Condition assessment and safety verification of existing bridges and decisions as to whether posting is required currently are addressed through analysis, load testing, or a combination of methods. Bridge rating through structural analysis is by far the most common procedure for rating existing bridges. Load testing may be indicated when analysis produces an unsatisfactory result or when the analysis cannot be completed due to lack of design documentation, information, or the presence of deterioration. The current rating process is described in the American Association of State Highway and Transportation Officials (AASHTO) Manual for Bridge Evaluation, First Edition, which allows ratings to be determined through allowable stress methods (AS), load factor methods (LF), or load and resistance factor methods (LRFR), the latter of which is keyed to the new AASHTO LRFD Bridge Design Specifications, which now is required for the design of new bridges, effective October, 2007. The State of.
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BRIDGE DESIGN PRACTICE
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Advances in Civil Engineering
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