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    Effect of Test Temperature on Hamburg Wheel-Tracking Device Testing

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008
    Author:
    Ibrahim Sel
    ,
    Yetkin Yildirim
    ,
    Hacer Bilir Ozhan
    DOI: 10.1061/(ASCE)MT.1943-5533.0001036
    Publisher: American Society of Civil Engineers
    Abstract: This study outlines statistical analyses carried out to investigate the effect of test temperature on results from Hamburg wheel-tracking device (HWTD) tests. The Hamburg test database and aggregate properties database of the Texas Department of Transportation (TxDOT) were examined and merged to provide the basis for statistical analysis. Because the most significant effect of test temperature was on the binder component of the asphalt mixture, the effect of test temperature on the binder type was also investigated. Finally, the influence of test temperatures together with the combined interaction of binder and additive addition is studied. Of the three performance-graded (PG) binders that TxDOT predominantly uses for their surface mixes, this study determined that the influence of temperature on binder performance is most pronounced in PG 64-22 (causing a huge drop in success rate between 40 and 50°C from an 81% pass rate to a 35% rate), whereas PG 76-22 was the most resistant to temperature difference. Test temperature and average deformation were also found to have a positive correlation, and mixes with higher PG binder developed less deformation than low-grade mixes. Finally, this study concluded that in comparing antistripping agent additives, lime performed better than liquid antistripping additives, and liquid antistripping additives performed better than no antistripping agents in HWTD tests. This indicates that lime is the best additive type for stripping (deformation) resistance. It has a pass rate of 81.5%. The next best type is liquid with a 61.2% pass rate.
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      Effect of Test Temperature on Hamburg Wheel-Tracking Device Testing

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    http://yetl.yabesh.ir/yetl1/handle/yetl/75937
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    contributor authorIbrahim Sel
    contributor authorYetkin Yildirim
    contributor authorHacer Bilir Ozhan
    date accessioned2017-05-08T22:16:38Z
    date available2017-05-08T22:16:38Z
    date copyrightAugust 2014
    date issued2014
    identifier other40061744.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75937
    description abstractThis study outlines statistical analyses carried out to investigate the effect of test temperature on results from Hamburg wheel-tracking device (HWTD) tests. The Hamburg test database and aggregate properties database of the Texas Department of Transportation (TxDOT) were examined and merged to provide the basis for statistical analysis. Because the most significant effect of test temperature was on the binder component of the asphalt mixture, the effect of test temperature on the binder type was also investigated. Finally, the influence of test temperatures together with the combined interaction of binder and additive addition is studied. Of the three performance-graded (PG) binders that TxDOT predominantly uses for their surface mixes, this study determined that the influence of temperature on binder performance is most pronounced in PG 64-22 (causing a huge drop in success rate between 40 and 50°C from an 81% pass rate to a 35% rate), whereas PG 76-22 was the most resistant to temperature difference. Test temperature and average deformation were also found to have a positive correlation, and mixes with higher PG binder developed less deformation than low-grade mixes. Finally, this study concluded that in comparing antistripping agent additives, lime performed better than liquid antistripping additives, and liquid antistripping additives performed better than no antistripping agents in HWTD tests. This indicates that lime is the best additive type for stripping (deformation) resistance. It has a pass rate of 81.5%. The next best type is liquid with a 61.2% pass rate.
    publisherAmerican Society of Civil Engineers
    titleEffect of Test Temperature on Hamburg Wheel-Tracking Device Testing
    typeJournal Paper
    journal volume26
    journal issue8
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001036
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008
    contenttypeFulltext
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