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    Cooling Curve Prediction of Asphaltic Concrete

    Source: Journal of Transportation Engineering, Part A: Systems:;1983:;Volume ( 109 ):;issue: 001
    Author:
    R. Kenneth Wolfe
    ,
    George L. Heath
    ,
    David C. Colony
    DOI: 10.1061/(ASCE)0733-947X(1983)109:1(137)
    Publisher: American Society of Civil Engineers
    Abstract: During cold wealther periods, asphalt concrete highway construction is frequently postponed because the hot asphalt concrete cools too rapidly for proper compaction to take place. If the cooling rates and asphalt concrete temperatures for hot asphalt could be predicted as a function of time, then construction on many cold weather days could proceed when construction would otherwise be prohibited. A simple predictive method is available on a hand‐held Hewlett‐Packard 97 programmable calculator. The research reported in this paper tests the predictive method by comparing predicted temperatures with measured temperatures under both laboratory and field conditions. The predictive method proves satisfactory for predicting cooling curves up to 20 min. Reported also are the laboratory measures of thermophysical properties of typical asphalt concrete and base materials encountered in Ohio.
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      Cooling Curve Prediction of Asphaltic Concrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/36054
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorR. Kenneth Wolfe
    contributor authorGeorge L. Heath
    contributor authorDavid C. Colony
    date accessioned2017-05-08T21:01:51Z
    date available2017-05-08T21:01:51Z
    date copyrightJanuary 1983
    date issued1983
    identifier other%28asce%290733-947x%281983%29109%3A1%28137%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36054
    description abstractDuring cold wealther periods, asphalt concrete highway construction is frequently postponed because the hot asphalt concrete cools too rapidly for proper compaction to take place. If the cooling rates and asphalt concrete temperatures for hot asphalt could be predicted as a function of time, then construction on many cold weather days could proceed when construction would otherwise be prohibited. A simple predictive method is available on a hand‐held Hewlett‐Packard 97 programmable calculator. The research reported in this paper tests the predictive method by comparing predicted temperatures with measured temperatures under both laboratory and field conditions. The predictive method proves satisfactory for predicting cooling curves up to 20 min. Reported also are the laboratory measures of thermophysical properties of typical asphalt concrete and base materials encountered in Ohio.
    publisherAmerican Society of Civil Engineers
    titleCooling Curve Prediction of Asphaltic Concrete
    typeJournal Paper
    journal volume109
    journal issue1
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1983)109:1(137)
    treeJournal of Transportation Engineering, Part A: Systems:;1983:;Volume ( 109 ):;issue: 001
    contenttypeFulltext
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