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contributor authorGhazi G. Al-Khateeb
contributor authorTaisir S. Khedaywi
contributor authorTurki I. Al-Suleiman Obaidat
contributor authorAhmad Mirwais Najib
date accessioned2017-05-08T21:55:56Z
date available2017-05-08T21:55:56Z
date copyrightJanuary 2013
date issued2013
identifier other%28asce%29mt%2E1943-5533%2E0000553.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66900
description abstractThe primary objective of this research effort was to conduct a rutting performance–based comparison between limestone and basalt Superpave asphalt mixtures using dynamic creep rutting tests. Two sets of mixtures were prepared using limestone and basalt aggregate, mixed with one asphalt binder having a Superpave performance grade of PG 64-10. To overcome the stripping potential of the Superpave basalt asphalt mixtures, 1% by total weight of the basalt aggregate was replaced by hydrated lime for the filler portion of the aggregate. Rutting was evaluated at four different temperatures (40, 50, 60, and 65°C) and one loading frequency of 8 Hz. Rutting test results indicated that the basalt Superpave asphalt mixtures exhibited superior performance relative to the limestone Superpave asphalt mixtures. The difference in the rut depth at 19,200 loading cycles between the limestone and basalt asphalt mixtures was statistically significant at levels of
publisherAmerican Society of Civil Engineers
titleLaboratory Study for Comparing Rutting Performance of Limestone and Basalt Superpave Asphalt Mixtures
typeJournal Paper
journal volume25
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000519
treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 001
contenttypeFulltext


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