Effects of GTR and Treated GTR on Asphalt Binder and High-RAP Mixtures
Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 4
Abstract
One approach to produce environmentally friendly and cost effective asphalt mixtures is to use more readily available recycled materials like reclaimed asphalt pavement (RAP) and rubber. In this study, ground tire rubber (GTR) and treated ground tire rubber (TGTR) were added to an asphalt binder and to high RAP content mixtures. Rutting and fatigue characteristics of the modified binder were evaluated.GTR and TGTR improved the rutting and fatigue performance of the asphalt binders. A suspension agent helped reduce the degree of separation. GTR was introduced into the binder and the resulting rubberized binder was used to prepare the mixtures. The TGTR was directly added to the mixture. TGTR mixtures were mixed and compacted at lower temperatures compared with GTR mixtures. The dynamic modulus, reflective cracking performance, low temperature cracking, and rutting and moisture susceptibility were evaluated for the mixtures. GTR and TGTR made improved resistance to rutting, moisture susceptibility, and low temperature cracking. According to the Texas overlay test, the GTR and TGTR might not improve the mixture’s resistance to reflective cracking.
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Acknowledgments
The authors would like to acknowledge Ryan Alleman for supplying the GTR, Chris Strack of Sonneborn Inc. for providing the treated GTR, and Mark Gabriel of the All State Materials Group for supplying the virgin binder. Finally, the authors would like to thank the University of Massachusetts Dartmouth graduate student Suren Parajuly for his assistance with the laboratory testing for this project.
References
Abdelrahman, M., and Carpenter, S. (1999). “The mechanism of the interaction of asphalt cement with crumb rubber modifier (CRM).”, Transportation Research Board, Washington, DC, 106–113.
Airey, G. D., Rahman, M. M., and Collop, A. C. (2003). “Absorption of bitumen into crumb rubber using the basket drainage method.” Int. J. Pavement Eng., 4(2), 105–119.
AASHTO. (2010a). “Provisional standards.” 14th Ed., Washington, DC.
AASHTO. (2010b). “Standard specifications for transportation materials and methods of sampling and testing.” 30th Ed., Washington, DC.
ASTM. (2009). Annual book of ASTM standards, Section 4, Vol. 04.03, ASTM International, West Conshohocken, PA.
Baumgarder, G. L., Hemsley, J. M., Jordan, W., and Howard, I. L. (2012). “Laboratory evaluation of asphalt mixtures containing dry added ground tire rubber and a processing aids.” J. Assoc. Asphalt Paving Technol., 81, 507–540.
Boyle, M., Bonaquist, R. (2005). “Materials related forensic and specialized testing: Laboratory evaluation of hot-mix asphalt (HMA) mixtures containing recycled or waste product materials using performance testing.”, Pennsylvania Dept. of Transportation, Office of Planning and Research, Sterling VA.
Cooper, S. B. (2008). “Characterization of HMA mixtures containing high recycled asphalt pavement content with crumb rubber additives.” Master’s thesis, Louisiana State Univ., Baton Rouge, LA.
D’Angelo, J., et al. (2008). “Warm mix asphalt: European practice.”, U.S. Department of Transportation, Washington, DC.
Federal Highway Administration (FHWA). (2011). “The multiple stress recovery (MSCR) Procedure.” 〈http://www.fhwa.dot.gov/pavement/materials/pubs/hif11038/tb00.cfm〉 (Feb. 13, 2012).
Feipeng, X., Amirkhanian, S. N., Shen, J., and Putman, B. (2009). “Influences of crumb rubber size and type on reclaimed asphalt pavement (RAP) mixtures.” Constr. Build. Mater., 23(2), 1028–1034.
Heitzman, M. A. (1992). “State of the practice—Design and construction of asphalt paving materials with crumb rubber modifier.”, Federal Highway Administration, Washington, DC.
Hintz, C., Velasquez, R., Johnson, C., and Bahia, H. (2011). “Modification and validation of the linear amplitude sweep test for binder fatigue specification.”, Transportation Research Board, Washington, DC, 99–106.
Jensenand, W., and Abdelrahman, M. (2006). “Use of crumb rubber in performance graded binder.” Technical Rep., Univ. of Nebraska, Washington, DC.
Mallick, R., Tao, M., O’Sullivan, K., and Frank, R. (2010). “Why not (use rejuvenator for) 100% RAP recycling?” Proc., 89th TRB Annual Meeting, Transportation Research Board (TRB), Washington, DC.
McDaniel, R., Shah, A., Huber, G., and Gallivan, V. (2007). “Investigation of properties of plant-produced RAP mixtures.”, Transportation Research Board, Washington, DC, 103–111.
Modified Asphalt Research Center (MARC). (2010). “Draft standard method of test for estimating fatigue resistance of asphalt binders using the linear amplitude sweep.” 〈http://uwmarc.wisc.edu/linear-amplitude-sweep.php〉 (May 30, 2012).
Mogawer, W. S., Austerman, A. J., and Roussel, M. (2011). “Performance characteristics of asphalt rubber mixtures containing RAP and warm mix asphalt technology.” 2nd Int. Warm-Mix Asphalt Conf. Proc., National Asphalt Pavement Association, Lanham, MD.
Mogawer, W. S., Bennert, T., Daniel, J., Bonaquist, R., Austerman, A. J., and Booshehrian, A. (2012). “Performance characteristics of plant produced high RAP mixtures.” J. Assoc. Asphalt Paving Technol., 13, 183–208.
Park, K., Hwang, Y., Seo, S., and Seo, H. (2003). “Quantitative assessment of environmental impacts on life cycle of highways.” J. Constr. Eng. Manage., 25–31.
Raad, L., and Saboundjian, S. (1998). “Fatigue behavior of rubber modified pavements.”, Transportation Research Board (TRB), Washington, DC, 97–107.
Swiertz, D., Mahmoud, E., and Bahia, H. U. (2011). “Estimating the effect of recycled asphalt pavements and asphalt shingles on fresh binder, low-temperature properties without extraction and recovery.” Transportation Research Record, Transportation Research Board, Washington, DC, 48–55.
Texas Department of Transportation (TXDOT). (2009). “Test procedure for overlay test.” TxDOTDesignationTex-248-F, 〈ftp://ftp.dot.state.tx.us/pub/txdot-info/cst/TMS/200-F_series/pdfs/bit248.pdf〉 (Jan. 8, 2012).
Xiao, F. P. (2006). “Development of fatigue predictive models of rubberized asphalt concrete (RAC) containing reclaimed asphalt pavement (RAP) mixtures.” Ph.D. dissertation, Clemson Univ., Clemson, SC.
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© 2013 American Society of Civil Engineers.
History
Received: Dec 3, 2012
Accepted: May 21, 2013
Published online: May 23, 2013
Discussion open until: Oct 23, 2013
Published in print: Apr 1, 2014
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