TECHNICAL PAPERS
Dec 1, 2007

Laboratory Study of the Effects of Compaction on the Volumetric and Rutting Properties of CRM Asphalt Mixtures

Publication: Journal of Materials in Civil Engineering
Volume 19, Issue 12

Abstract

The compaction conditions (e.g., compaction temperature and compaction level) of crumb rubber modified (CRM) asphalt mixtures should be determined carefully because the viscosity and amount of the CRM binder affects the compactability of the mixtures. Furthermore, the properties of CRM mixtures relating to the compaction conditions have not been studied in great detail. In this study, a laboratory investigation was conducted on the volumetric and rutting properties of CRM mixtures as a function of compaction conditions. For this research work, four Superpave mix designs for four different asphalt binders (control, SBS modified, 10% rubber modified, and 15% rubber modified) were carried out to determine the optimum asphalt contents. A total of 260 specimens were fabricated using the Superpave gyratory compactor at four compaction temperatures (116, 135, 154, and 173°C ) and five compaction levels (20, 40, 60, 80, and 100 gyrations). The volumetric properties were obtained and analyzed, and the rutting resistance of the mixtures was measured using the asphalt pavement analyzer. The results from this study indicated that: (1) the compaction temperatures used in this study significantly affected the volumetric properties of the CRM mixtures, unlike the control and SBS-modified mixtures; (2) in general, the air void contents of the mixtures were significantly influenced by the compaction levels; and (3) as expected, the higher air void contents of the CRM mixtures seemed to have a detrimental effect on the rutting resistance.

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Acknowledgments

This study was supported by the Asphalt Rubber Technology Service (ARTS) at the Civil Engineering Department, Clemson University, Clemson, S.C. The writers wish to acknowledge and thank South Carolina’s Department of Health and Environmental Control (DHEC) for their financial support of this project.

References

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Amirkhanian, S., and Corley, M. (2004). “Utilization of rubberized asphalt in the United States—An overview.” Proc., Advanced Technologies in Asphalt Pavements, South Korea, 3–13.
ASTM. (2001). “Standard viscosity temperature chart for asphalts.” Annual Book of ASTM standards, V. 05.01 (Petroleum products and lubricants), ASTM D 2493, West Conshohocken, Pa.
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Shen, J., Amirkhanian, S., and Lee, S.-J. (2005). “Effects of rejuvenating agents on recycled aged rubber modified binders.” Int. J. Pavement Eng., 6(4), 273–279.
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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 19Issue 12December 2007
Pages: 1079 - 1089

History

Received: Dec 18, 2006
Accepted: Mar 6, 2007
Published online: Dec 1, 2007
Published in print: Dec 2007

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Notes

Note. Associate Editor: Louay N. Mohammad

Authors

Affiliations

Soon-Jae Lee [email protected]
Research Associate, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911 (corresponding author). E-mail: [email protected]
Serji N. Amirkhanian [email protected]
Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911. E-mail: [email protected]
Bradley J. Putman [email protected]
Assistant Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911. E-mail: [email protected]
Kwang W. Kim [email protected]
Professor, Kangwon National Univ., Chun Cheon, Korea 200-701. E-mail: [email protected]

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