Bridge Element Deterioration Rates
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2008-10-01
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Abstract:This report describes the development of bridge element deterioration rates using the NYSDOT bridge inspection database using Markov chains and Weibull-based approaches. It is observed that Weibull-based approach is more reliable for developing bridge deterioration curves. Both Markov chains and Weibull-based approaches have been incorporated into a computer program that generates deterioration curves for specific bridge elements, based on historical NYSDOT bridge inspection data going back to 1981. A computer program has been developed to generate deterioration curves and equations for bridge elements in New York State.
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Main Document Checksum:urn:sha-512:00b3f1121ff0294bb4ba032ceb4d521497c1079155962425f05618d59ad3e28aa2190edd3a9144515f23ef226442cc73822866c1ca2f05f43692c2aee96c06f7
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