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    Comparison of Two Pavement Rehabilitation Strategies

    Source: Journal of Transportation Engineering, Part A: Systems:;2001:;Volume ( 127 ):;issue: 001
    Author:
    Dar-Hao Chen
    ,
    Fred Hugo
    DOI: 10.1061/(ASCE)0733-947X(2001)127:1(47)
    Publisher: American Society of Civil Engineers
    Abstract: The main objective of the most recent Mobile Load Simulator (MLS) test program was to conduct a comparative study of two rehabilitation processes, Rehabs A and B, constructed on the south- and northbound lanes of US281 near Jacksboro, Tex., in 1995 and 1996, respectively. The underlying pavements have composite asphalt layers with the first construction done in 1957. Performance was evaluated in terms of surface rutting, loss of stiffness in pavement layers, and permanent deformation in the layers. Tools used during the study included an on-site weather station, nondestructive testing equipment (FWD, SPA, PSPA, SASW), and in situ instrumentation (MDD). The findings of this study provided conclusive results on the relative performance of the two rehab strategies. Rehab A performed well with its sound underlying structure. The Dallas District has elected to use this recycling process based, in part, on the results of the MLS tests in Jacksboro. The study serves as an example of how the MLS program has yielded a variety of products and increased pavement engineering knowledge.
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      Comparison of Two Pavement Rehabilitation Strategies

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    http://yetl.yabesh.ir/yetl1/handle/yetl/37316
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorDar-Hao Chen
    contributor authorFred Hugo
    date accessioned2017-05-08T21:04:00Z
    date available2017-05-08T21:04:00Z
    date copyrightFebruary 2001
    date issued2001
    identifier other%28asce%290733-947x%282001%29127%3A1%2847%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37316
    description abstractThe main objective of the most recent Mobile Load Simulator (MLS) test program was to conduct a comparative study of two rehabilitation processes, Rehabs A and B, constructed on the south- and northbound lanes of US281 near Jacksboro, Tex., in 1995 and 1996, respectively. The underlying pavements have composite asphalt layers with the first construction done in 1957. Performance was evaluated in terms of surface rutting, loss of stiffness in pavement layers, and permanent deformation in the layers. Tools used during the study included an on-site weather station, nondestructive testing equipment (FWD, SPA, PSPA, SASW), and in situ instrumentation (MDD). The findings of this study provided conclusive results on the relative performance of the two rehab strategies. Rehab A performed well with its sound underlying structure. The Dallas District has elected to use this recycling process based, in part, on the results of the MLS tests in Jacksboro. The study serves as an example of how the MLS program has yielded a variety of products and increased pavement engineering knowledge.
    publisherAmerican Society of Civil Engineers
    titleComparison of Two Pavement Rehabilitation Strategies
    typeJournal Paper
    journal volume127
    journal issue1
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2001)127:1(47)
    treeJournal of Transportation Engineering, Part A: Systems:;2001:;Volume ( 127 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian