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    Dynamic Modulus and Repeated Load Tests of Cold In-Place Recycling Mixtures Using Foamed Asphalt

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 006
    Author:
    Yongjoo Kim
    ,
    Hosin “David” Lee
    ,
    Michael Heitzman
    DOI: 10.1061/(ASCE)0899-1561(2009)21:6(279)
    Publisher: American Society of Civil Engineers
    Abstract: As part of the validation effort to evaluate the consistency of a new cold in-place recycling using foamed asphalt (CIR–foam) mix design process for the Iowa Department of Transportation, the dynamic modulus and repeated load tests were conducted to evaluate the performance characteristics of CIR–foam mixtures over a wide range of loading and temperature conditions. The main objective of this research is to study the impacts of the foamed asphalt contents and reclaimed asphalt pavement (RAP) material characteristics on dynamic modulus and flow number. Dynamic modulus and repeated load tests were conducted on CIR–foam mixtures with RAP materials collected from seven different CIR project sites located throughout Iowa. Dynamic modulus values of the RAP materials varied depending on the sources and foamed asphalt contents. Coarse RAP materials with a small amount of residual asphalt content exhibited a higher modulus value at
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      Dynamic Modulus and Repeated Load Tests of Cold In-Place Recycling Mixtures Using Foamed Asphalt

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    http://yetl.yabesh.ir/yetl1/handle/yetl/46544
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    • Journal of Materials in Civil Engineering

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    contributor authorYongjoo Kim
    contributor authorHosin “David” Lee
    contributor authorMichael Heitzman
    date accessioned2017-05-08T21:18:39Z
    date available2017-05-08T21:18:39Z
    date copyrightJune 2009
    date issued2009
    identifier other%28asce%290899-1561%282009%2921%3A6%28279%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46544
    description abstractAs part of the validation effort to evaluate the consistency of a new cold in-place recycling using foamed asphalt (CIR–foam) mix design process for the Iowa Department of Transportation, the dynamic modulus and repeated load tests were conducted to evaluate the performance characteristics of CIR–foam mixtures over a wide range of loading and temperature conditions. The main objective of this research is to study the impacts of the foamed asphalt contents and reclaimed asphalt pavement (RAP) material characteristics on dynamic modulus and flow number. Dynamic modulus and repeated load tests were conducted on CIR–foam mixtures with RAP materials collected from seven different CIR project sites located throughout Iowa. Dynamic modulus values of the RAP materials varied depending on the sources and foamed asphalt contents. Coarse RAP materials with a small amount of residual asphalt content exhibited a higher modulus value at
    publisherAmerican Society of Civil Engineers
    titleDynamic Modulus and Repeated Load Tests of Cold In-Place Recycling Mixtures Using Foamed Asphalt
    typeJournal Paper
    journal volume21
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2009)21:6(279)
    treeJournal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 006
    contenttypeFulltext
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