Agrawal, A. K., Kawaguchi, A., & Chen, Z. (2008). Bridge Element Deterioration Rates (Report No. C-01-51). New York (State). Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/16746
Agrawal, Anil K., Akira Kawaguchi, and Zheng Chen. Bridge Element Deterioration Rates. Report no. C-01-51. New York (State). Dept. of Transportation, 2008. https://rosap.ntl.bts.gov/view/dot/16746.
Agrawal, Anil K., et al. Bridge Element Deterioration Rates. New York (State). Dept. of Transportation, 2008, Report no. C-01-51, ROSA P. https://rosap.ntl.bts.gov/view/dot/16746.
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.
Agrawal, A. K., Kawaguchi, A., & Chen, Z. (2008). Bridge Element Deterioration Rates (Report No. C-01-51). New York (State). Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/16746
Agrawal, Anil K., Akira Kawaguchi, and Zheng Chen. Bridge Element Deterioration Rates. Report no. C-01-51. New York (State). Dept. of Transportation, 2008. https://rosap.ntl.bts.gov/view/dot/16746.
Agrawal, Anil K., et al. Bridge Element Deterioration Rates. New York (State). Dept. of Transportation, 2008, Report no. C-01-51, ROSA P. https://rosap.ntl.bts.gov/view/dot/16746.
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