Laboratory Study for Comparing Rutting Performance of Limestone and Basalt Superpave Asphalt Mixtures
Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 1
Abstract
The 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 , 5, 1, and 0.5% for the temperatures 40, 50, 60, and 65°C, respectively. The difference in the rut depth at 200,000 loading cycles between the two asphalt mixtures was statistically significant at levels of , 5, 0.1, and 0.1% for the temperatures 40, 50, 60, and 65°C, respectively. In addition, the difference in the number of loading cycles to rutting failure between limestone and basalt asphalt mixtures was also statistically significant at a level of for all temperatures.
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Acknowledgments
The authors of this paper are grateful to the Scientific Research Fund (SRF) of the Ministry of Higher Education and Scientific Research in Jordan for their financial support. This paper is part of a research project funded financially from the SRF.
References
AASHTO. (2002a). “Specific gravity and absorption of fine aggregate.” T 84/84, Washington, DC.
AASHTO. (2002b). “Standard method of test for determining the percentage of fracture in coarse aggregate.” TP 61, Washington, DC.
AASHTO. (2002c). “Standard method of test for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine.” T 96, Washington, DC.
AASHTO. (2008). “Standard method of test for plastic fines in graded aggregates and soils by use of the sand equivalent test.” T 176, Washington, DC.
AASHTO. (2011a). “Standard method of test for uncompacted void content of fine aggregate.” T 304, Washington, DC.
AASHTO. (2011b). “Standard method of test for viscosity determination of asphalt binder using rotational viscometer.” T 316, Washington, DC.
Al-Khateeb, G., and Basheer, I. (2009). “A three-stage rutting model utilizing rutting performance data from the Hamburg wheel-tracking device (WTD).” Road Transport Res. J., 18(3), 32–45.
Al-Shweily, H. (2002). “Effect of bituminous mixtures stripping on creep behavior.” Master thesis, Jordan Univ. for Science and Technology, Irbid, Jordan.
Asi, I. (2007). “Evaluating skid resistance of different asphalt concrete mixes.” Build. Environ. J., 42(1), 325–329.
Asi, I., Shalabi, F., and Jamil, N. (2009). “Use of basalt in asphalt concrete mixes.” Constr. Build. Mater. J., 23(1), 498–506.
Asphalt Institute (AI). (1996). “Asphalt Institute mix design program.” 〈http://www.asphaltinstitute.org/mix_design_sw/SW_2_Manual_9_03.pdf〉 (Oct. 15, 2012).
ASTM. (1982). “Method for softening point of bitumen in ethylene glycol (ring-and-ball).” D2398, West Conshohocken, PA.
ASTM. (2006). “Standard test method for penetration of bituminous materials.” D5, West Conshohocken, PA.
ASTM. (2007). “Standard test method for ductility of bituminous materials.” D113, West Conshohocken, PA.
ASTM. (2009). “Standard test method for density of semi-solid bituminous materials (pycnometer method).” D70, West Conshohocken, PA.
ASTM. (2010). “Standard test method for flat particles, elongated particles, or flat and elongated particles in coarse aggregate.” D4791, West Conshohocken, PA.
ASTM. (2012). “Standard test method for flash and fire points by Cleveland open cup tester.” D92, West Conshohocken, PA.
Buchanan, M. (2000). “Evaluation of the effect of flat and elongated particles on the performance of hot mix asphalt mixtures.”, National Center for Asphalt Technology, Auburn Univ., Auburn, AL.
Kandhal, P., and Cooley, A. (2002). “Coarse versus fine-graded Superpave mixtures: Comparative evaluation of resistance to rutting.”, National Center for Asphalt Technology, Auburn Univ., Auburn, Alabama.
Little, D. N., and Epps, J. A. (2001) and updated by Sebaaly, P. E. (2006). “The benefits of hydrated lime in hot-mix asphalt.” Rep. Prepared for the National Lime Association, Arlington, VA.
McCann, M., and Sebaaly, P. E. (2003). “Evaluation of moisture sensitivity and performance of lime in hot-mix asphalt.”, Transportation Research Board, Washington, DC, 9–16.
Najib, A. (2010). “Performance based comparison between basalt asphalt mixtures and limestone asphalt mixtures.” M.Sc. Dissertation, Dept. of Civil Engineering, Jordan Univ. of Science and Technology.
Natural Resources Authority. (2007). 〈http://www.nra.gov.jo〉.
Sebaaly, P. E. (2007). “Comparison of lime and liquid additives on the moisture damage of HMA mixtures.” Rep. Prepared for the National Lime Association, Arlington, VA.
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© 2013 American Society of Civil Engineers.
History
Received: Aug 2, 2011
Accepted: Mar 16, 2012
Published online: Mar 21, 2012
Published in print: Jan 1, 2013
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