Technical Papers
Mar 21, 2012

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 α=1, 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 α=1, 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 α=0.1% for all temperatures.

Get full access to this article

View all available purchase options and get full access to this article.

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.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 1January 2013
Pages: 21 - 29

History

Received: Aug 2, 2011
Accepted: Mar 16, 2012
Published online: Mar 21, 2012
Published in print: Jan 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Ghazi G. Al-Khateeb [email protected]
Associate Professor of Civil Engineering and Research Scientist, Vice Dean of Engineering, Dept. of Civil Engineering, Jordan Univ. of Science and Technology, P.O. Box 3030, Irbid 22110, Jordan (corresponding author). E-mail: [email protected]
Taisir S. Khedaywi [email protected]
Professor of Civil Engineering, Dept. of Civil Engineering, Jordan Univ. of Science and Technology, P.O. Box 3030, Irbid 22110, Jordan. E-mail: [email protected]
Turki I. Al-Suleiman Obaidat [email protected]
Professor of Civil Engineering, Dept. of Civil Engineering, Jordan Univ. of Science and Technology, P.O. Box 3030, Irbid 22110, Jordan. E-mail: [email protected]
Ahmad Mirwais Najib [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Jordan Univ. of Science and Technology, P.O. Box 3030, Irbid 22110, Jordan. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share