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    Cracking and Reinforcement Corrosion in Short-Span Precast Concrete Bridges

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 005
    Author:
    Stephan A. Durham
    ,
    Ernest Heymsfield
    ,
    Keith D. Tencleve
    DOI: 10.1061/(ASCE)0887-3828(2007)21:5(390)
    Publisher: American Society of Civil Engineers
    Abstract: A nationwide survey revealed 14 states having bridges comprised of precast, nonprestressed, concrete channel beams. Currently, the Arkansas State Highway and Transportation Department (AHTD) bridge inventory includes approximately 389 in-service bridges using
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      Cracking and Reinforcement Corrosion in Short-Span Precast Concrete Bridges

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/44524
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    contributor authorStephan A. Durham
    contributor authorErnest Heymsfield
    contributor authorKeith D. Tencleve
    date accessioned2017-05-08T21:15:22Z
    date available2017-05-08T21:15:22Z
    date copyrightOctober 2007
    date issued2007
    identifier other%28asce%290887-3828%282007%2921%3A5%28390%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44524
    description abstractA nationwide survey revealed 14 states having bridges comprised of precast, nonprestressed, concrete channel beams. Currently, the Arkansas State Highway and Transportation Department (AHTD) bridge inventory includes approximately 389 in-service bridges using
    publisherAmerican Society of Civil Engineers
    titleCracking and Reinforcement Corrosion in Short-Span Precast Concrete Bridges
    typeJournal Paper
    journal volume21
    journal issue5
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2007)21:5(390)
    treeJournal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 005
    contenttypeFulltext
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