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    Effect of Truck Loads on Bridges

    Source: Journal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 006
    Author:
    Andrzej S. Nowak
    ,
    Hani Nassif
    ,
    Leo DeFrain
    DOI: 10.1061/(ASCE)0733-947X(1993)119:6(853)
    Publisher: American Society of Civil Engineers
    Abstract: This paper determines the truck‐load spectra for highway bridges. The weigh‐in‐motion data was collected at weigh stations located on Highways I‐75 and I‐94. The total number of trucks considered in this study is over 600,000. For each truck, the measured parameters include axle loads and axle spacings. Bridge load is considered in terms of moments and shears. Therefore, maximum moments and shears are calculated for each truck for various span lengths. The results are plotted on the normal‐probability paper to facilitate statistical interpretations. The cumulative distribution functions of moments and shears are used to extrapolate the results to predict the maximum forces in longer time periods, up to 75 years. Truck counts were carried out on U.S.‐23 and I‐94 to determine the number of trucks per lane and multiple presence frequency in lane and side by side.
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      Effect of Truck Loads on Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/36741
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    contributor authorAndrzej S. Nowak
    contributor authorHani Nassif
    contributor authorLeo DeFrain
    date accessioned2017-05-08T21:03:00Z
    date available2017-05-08T21:03:00Z
    date copyrightNovember 1993
    date issued1993
    identifier other%28asce%290733-947x%281993%29119%3A6%28853%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36741
    description abstractThis paper determines the truck‐load spectra for highway bridges. The weigh‐in‐motion data was collected at weigh stations located on Highways I‐75 and I‐94. The total number of trucks considered in this study is over 600,000. For each truck, the measured parameters include axle loads and axle spacings. Bridge load is considered in terms of moments and shears. Therefore, maximum moments and shears are calculated for each truck for various span lengths. The results are plotted on the normal‐probability paper to facilitate statistical interpretations. The cumulative distribution functions of moments and shears are used to extrapolate the results to predict the maximum forces in longer time periods, up to 75 years. Truck counts were carried out on U.S.‐23 and I‐94 to determine the number of trucks per lane and multiple presence frequency in lane and side by side.
    publisherAmerican Society of Civil Engineers
    titleEffect of Truck Loads on Bridges
    typeJournal Paper
    journal volume119
    journal issue6
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1993)119:6(853)
    treeJournal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 006
    contenttypeFulltext
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