Comparative evaluation of hot-mix asphalt design methods
This study was done to evaluate superior performing asphalt pavements (Superpave) mixture design using local materials in Malaysia. Comparison was also done with the conventional Marshall method-designed mixture conforming to the specifications of the Malaysia Public Works Department (PWD). The expe...
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my.utm.467052017-09-18T04:28:27Z http://eprints.utm.my/id/eprint/46705/ Comparative evaluation of hot-mix asphalt design methods Ahmad, Juraidah Abdul Rahman, Mohd. Yusof Hainin, Mohd. Rosli Hossaon, Mustaque QL Zoology This study was done to evaluate superior performing asphalt pavements (Superpave) mixture design using local materials in Malaysia. Comparison was also done with the conventional Marshall method-designed mixture conforming to the specifications of the Malaysia Public Works Department (PWD). The experimental plan consisted of a matrix involving one granite aggregate source, two different aggregate gradation and two different asphalt binder types. Local granite aggregates being produced presently were found to conform to the consensus and source aggregate properties criteria of the Superpave mixture design system. Mixture volumetric properties showed that Superpave-designed mixture uses less asphalt binder than the PWD Marshall mixture. Rutting and moisture susceptibility tests showed that Superpave-designed mixtures are more resistant to rutting and moisture damage compared with the PWD mixture. Mixture characterisation tests showed that Superpave mixtures have higher stiffness than the PWD mixture. These indicate that Superpave-designed mixtures are superior to the PWD Marshall-designed mixture. 2012 Article PeerReviewed Ahmad, Juraidah and Abdul Rahman, Mohd. Yusof and Hainin, Mohd. Rosli and Hossaon, Mustaque (2012) Comparative evaluation of hot-mix asphalt design methods. International Journal Of Pavement Engineering, 13 (2). pp. 89-97. ISSN 1029-8436 http://dx.doi.org/10.1080/10298436.2011.565765 http://dx.doi.org/10.1080/10298436.2011.565765 |
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QL Zoology Ahmad, Juraidah Abdul Rahman, Mohd. Yusof Hainin, Mohd. Rosli Hossaon, Mustaque Comparative evaluation of hot-mix asphalt design methods |
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This study was done to evaluate superior performing asphalt pavements (Superpave) mixture design using local materials in Malaysia. Comparison was also done with the conventional Marshall method-designed mixture conforming to the specifications of the Malaysia Public Works Department (PWD). The experimental plan consisted of a matrix involving one granite aggregate source, two different aggregate gradation and two different asphalt binder types. Local granite aggregates being produced presently were found to conform to the consensus and source aggregate properties criteria of the Superpave mixture design system. Mixture volumetric properties showed that Superpave-designed mixture uses less asphalt binder than the PWD Marshall mixture. Rutting and moisture susceptibility tests showed that Superpave-designed mixtures are more resistant to rutting and moisture damage compared with the PWD mixture. Mixture characterisation tests showed that Superpave mixtures have higher stiffness than the PWD mixture. These indicate that Superpave-designed mixtures are superior to the PWD Marshall-designed mixture. |
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Article |
author |
Ahmad, Juraidah Abdul Rahman, Mohd. Yusof Hainin, Mohd. Rosli Hossaon, Mustaque |
author_facet |
Ahmad, Juraidah Abdul Rahman, Mohd. Yusof Hainin, Mohd. Rosli Hossaon, Mustaque |
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Ahmad, Juraidah |
title |
Comparative evaluation of hot-mix asphalt design methods |
title_short |
Comparative evaluation of hot-mix asphalt design methods |
title_full |
Comparative evaluation of hot-mix asphalt design methods |
title_fullStr |
Comparative evaluation of hot-mix asphalt design methods |
title_full_unstemmed |
Comparative evaluation of hot-mix asphalt design methods |
title_sort |
comparative evaluation of hot-mix asphalt design methods |
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2012 |
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http://eprints.utm.my/id/eprint/46705/ http://dx.doi.org/10.1080/10298436.2011.565765 http://dx.doi.org/10.1080/10298436.2011.565765 |
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13.214268 |