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Transverse joint configuration development and testing for a modular bridge deck replacement system

Posted on:2010-07-21Degree:M.SType:Thesis
University:University of New HampshireCandidate:Robert, Christopher WildingFull Text:PDF
GTID:2442390002982498Subject:Engineering
Abstract/Summary:
According to the 2009 Report Card for America's Infrastructure, one in four of the nation's bridges are listed as structurally deficient or functionally obsolete, establishing a dire need for new and innovative repair and replacement techniques to improve the efficiency and state of the nation's bridges.;Full-depth pre-cast bridge deck panels have proven to be a rapid, efficient and cost effective solution to cast-in-place bridge deck replacement techniques. However, the panel-to-panel connection for these segmental deck replacement systems requires further development and testing to improve their structural redundancy, and to streamline their installation procedure.;Multiple transverse joint configurations have been developed, fabricated, and tested in order to evaluate their shear transfer capabilities and ease of use. It was determined that a round corrugated transverse joint configuration provided the greatest shear transfer capacity and an efficient installation procedure.
Keywords/Search Tags:Transverse joint, Bridge deck, Deck replacement
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