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    Cost-Effectiveness Analyses of Maintenance Treatments for Low- and Moderate-Traffic Asphalt Pavements in Tennessee

    Source: Journal of Transportation Engineering, Part A: Systems:;2013:;Volume ( 139 ):;issue: 008
    Author:
    Qiao Dong
    ,
    Baoshan Huang
    ,
    Stephen H. Richards
    ,
    Xuedong Yan
    DOI: 10.1061/(ASCE)TE.1943-5436.0000556
    Publisher: American Society of Civil Engineers
    Abstract: The effectiveness and cost-effectiveness of resurfacing maintenance treatments applied to low- and moderate-traffic asphalt pavements in Tennessee were evaluated based on the pavement condition data and costs of identified maintenance projects by single and multiple regression models. The investigated treatments include thin hot-mix asphalt (HMA) overlay, mill and fill, and microsurfacing. Survey results indicated that treatment service life slightly decreased as the traffic volume increased and the service life of thin HMA overlay, mill and fill, and microsurfacing are 11, 10, and 8.5 years, respectively. Linear models were established for both pretreatment and posttreatment pavement performance trends. The treatment effectiveness was calculated as the area bounded by the pretreatment and posttreatment performance curves, the lower performance threshold, and the treatment service life. It was found that traffic level and pretreatment pavement condition are significant for the effectiveness and cost-effectiveness of treatments. The effectiveness and cost-effectiveness decrease with an increase in traffic level and pretreatment pavement condition. The analyses indicated that thin HMA overlay had the highest effectiveness, followed by mill and fill, and microsurfacing; microsurfacing was the most cost-effective treatment due to its low cost.
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      Cost-Effectiveness Analyses of Maintenance Treatments for Low- and Moderate-Traffic Asphalt Pavements in Tennessee

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    http://yetl.yabesh.ir/yetl1/handle/yetl/69582
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorQiao Dong
    contributor authorBaoshan Huang
    contributor authorStephen H. Richards
    contributor authorXuedong Yan
    date accessioned2017-05-08T22:02:28Z
    date available2017-05-08T22:02:28Z
    date copyrightAugust 2013
    date issued2013
    identifier other%28asce%29te%2E1943-5436%2E0000600.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69582
    description abstractThe effectiveness and cost-effectiveness of resurfacing maintenance treatments applied to low- and moderate-traffic asphalt pavements in Tennessee were evaluated based on the pavement condition data and costs of identified maintenance projects by single and multiple regression models. The investigated treatments include thin hot-mix asphalt (HMA) overlay, mill and fill, and microsurfacing. Survey results indicated that treatment service life slightly decreased as the traffic volume increased and the service life of thin HMA overlay, mill and fill, and microsurfacing are 11, 10, and 8.5 years, respectively. Linear models were established for both pretreatment and posttreatment pavement performance trends. The treatment effectiveness was calculated as the area bounded by the pretreatment and posttreatment performance curves, the lower performance threshold, and the treatment service life. It was found that traffic level and pretreatment pavement condition are significant for the effectiveness and cost-effectiveness of treatments. The effectiveness and cost-effectiveness decrease with an increase in traffic level and pretreatment pavement condition. The analyses indicated that thin HMA overlay had the highest effectiveness, followed by mill and fill, and microsurfacing; microsurfacing was the most cost-effective treatment due to its low cost.
    publisherAmerican Society of Civil Engineers
    titleCost-Effectiveness Analyses of Maintenance Treatments for Low- and Moderate-Traffic Asphalt Pavements in Tennessee
    typeJournal Paper
    journal volume139
    journal issue8
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)TE.1943-5436.0000556
    treeJournal of Transportation Engineering, Part A: Systems:;2013:;Volume ( 139 ):;issue: 008
    contenttypeFulltext
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