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    Observations and Trends among Collapsed Bridges in New York State 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 004
    Author(s): Wesley Cook; Paul J. Barr
    Publisher: American Society of Civil Engineers
    Abstract: A collection of condition and appraisal ratings of bridges prior to collapse is presented and analyzed to show commonalities among collapsed bridges in New York State. General observations of bridge collapses are presented ...
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    Retrospective Analysis of Hydraulic Bridge Collapse 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 001
    Author(s): Cristopher Montalvo; Wesley Cook; Taviana Keeney
    Publisher: ASCE
    Abstract: The investigation concentrates on the most predominant cause of bridge collapse (239 or 55%), which is the result of hydraulic effects. Out of all the causes of bridge collapses, the National Bridge Inventory (NBI) and ...
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    Bridge Failure Rate 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 003
    Author(s): Wesley Cook; Paul J. Barr; Marvin W. Halling
    Publisher: American Society of Civil Engineers
    Abstract: A regional bridge failure database was used to determine the bridge failure rate with associated causes. Using a sample population from one DOT over a 25-year period, the average number of bridge failures was approximately
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    Flexural and Punching Shear Capacity Comparison of Full-Scale ABC Steel Bridge Girders 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 002
    Author(s): Wesley Cook; Paul J. Barr; Travis R. Brackus
    Publisher: American Society of Civil Engineers
    Abstract: Two sections from a decommissioned bridge were salvaged and tested to quantify flexure and punching shear capacities. The salvaged bridge sections each consisted of two built-up, steel-plate girders, compositely attached ...
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