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Article
A Concise Analysis of Hydraulic Bridge Collapse
Author(s)
CristopherMontalvo1 and Wesley Cook 2
Full-Text PDF XML 631 Views
DOI:10.17265/1934-7359/2018.11.004
Affiliation(s)
1. Department of Civil and Environmental Engineering,Virginia Polytechnic Institute and State University, Blacksburg, VA 24060, USA
2. Department of Civil and Environmental Engineering, New Mexico Institute of Mining and Technology, Socorro, NM 87801, USA
ABSTRACT
The New York State Department of Transportation maintains a database of
over 428 bridges that have collapsed in the United States between 1992 and
2014. These collapsed bridges are associated with inspection data from the NBI (National
Bridge Inventory) dated just prior to collapse. Out of 428 bridges in the
compiled-collapse database, 237 (55.4%) have collapsed due to a
hydraulic-induced failure. A test of independence between the scour critical
rating and hydraulic failure indicates that the two variables are associated.
Almost half of the bridges (46.4%) that collapsed due to a hydraulic failure
are inspected and rated scour stable, which indicates a discrepancy between the
scour critical rating and hydraulic collapse. Evidence of accelerated
deterioration is found in conjunction with substructure condition ratings. Underwater
inspection of in-service bridges shows decreased substructure condition ratings compared to decks and
superstructures. The evaluation of the bridge components for hydraulic collapse
(median rating of “5”) and the in-service
population (median rating of “7”) yield a lower
rating for the substructure. The presence of minor scour at the substructure is
a greater hazard than currently described by the inspection system.
KEYWORDS
Bridge collapse, hydraulic failure, scour.
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