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contributor authorDavid Veshosky
contributor authorCarl R. Beidleman
contributor authorGerald W. Buetow
contributor authorMuge Demir
date accessioned2017-05-08T20:55:37Z
date available2017-05-08T20:55:37Z
date copyrightJuly 1994
date issued1994
identifier other%28asce%290733-9445%281994%29120%3A7%282123%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32026
description abstractThis paper presents the results of a study of rates of deterioration of steel and prestressed concrete bridge superstructures. The study involved forming sample groups of bridges that were homogeneous in terms of characteristics, other than superstructure material, which were expected to influence rates of deterioration. Superstructure condition rating was regressed against age and average daily traffic for sample groups of homogeneous steel and prestressed concrete bridges in the nation as a whole, as well as in seven states selected to represent diverse terrains and environments. Results indicated that age is the primary determinant of superstructure deterioration, followed by average daily traffic. Choice of structural material does not significantly affect superstructure deterioration rates. The study also found that deterioration of bridge superstructures takes the form of a convex function over time, with the rate of observed deterioration slowing as a bridge ages.
publisherAmerican Society of Civil Engineers
titleComparative Analysis of Bridge Superstructure Deterioration
typeJournal Paper
journal volume120
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1994)120:7(2123)
treeJournal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 007
contenttypeFulltext


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