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    Comparative Analysis of Bridge Superstructure Deterioration

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 007
    Author:
    David Veshosky
    ,
    Carl R. Beidleman
    ,
    Gerald W. Buetow
    ,
    Muge Demir
    DOI: 10.1061/(ASCE)0733-9445(1994)120:7(2123)
    Publisher: American Society of Civil Engineers
    Abstract: This 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.
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      Comparative Analysis of Bridge Superstructure Deterioration

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/32026
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    • Journal of Structural Engineering

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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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