Advanced bridge safety initiative, task 3 : slab bridge load rating using AASHTO methodology and finite element analysis - an analysis of 20 bridges.
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2011-12-01
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Abstract:Current AASHTO provisions for the conventional load rating of flat slab bridges rely on the equivalent strip method ; of analysis for determining live load effects, this is generally regarded as overly conservative by many professional ; engineers. As a result there are a significant number of slab bridges in Maine that are (or will be) posted for reduced ; truck weights, when in reality such postings may not be necessary. ; In Tasks 1 and 2 of this study a program called SlabRate is developed and validated. SlabRate computes the rating ; factors for simply-supported, continuous flat slab bridges using finite element analysis (FEA). ; This report under Task 3 explores the potential benefits of using SlabRate over the conventional strip width, twenty ; existing bridges were load rated using both. Twenty one different truck configurations were analyzed, these include ; AASHTO’s design and legal trucks, along with AASHTO’s specialized hauling vehicles and MaineDOT’s rating ; trucks. ; It was also concluded that SlabRate can be reliably used to load rate flat slab bridges having skew angles of 20° or ; less. Only fourteen bridges of the original twenty bridges met this criteria, of which seven would have rating factors ; above one using SlabRate while below one using the conventional strip width method.
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Main Document Checksum:urn:sha256:f341e776968904124730335e3ea8045d1dab3c7910cd8b0a0cb2e45cb73bdaae