Technical Papers
Jun 18, 2015

Performance Evaluation of Hot Mix Asphalt Containing Recycled Asphalt Shingles in Washington State

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 1

Abstract

Due to the increasing cost of asphalt binder and also due to environmental considerations, recycled asphalt shingles (RAS) are now allowed to be added into hot mix asphalt (HMA). RAS have been incorporated into HMA with the intent to achieve the potential benefits of cost-effectiveness and environmental sustainability without compromising the performance of the HMA. This study investigates the performance of HMA with and without RAS based on the evaluation of field cores drilled from four experimental pavement sections that were constructed in 2009 in King County of Washington State. The performance of the asphalt mixtures and the recovered asphalt binders are evaluated with respect to rutting, fatigue, and thermal cracking resistance via laboratory experiments. The test results show that the rutting resistance of the mixtures as well as the recovered binders is improved by the addition of RAS. However, the fatigue and thermal cracking resistance of the mixtures is not significantly affected by the addition of RAS. The field performance survey indicates excellent conditions for all test sections after three years of service.

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Acknowledgments

The authors would like to thank the WSDOT and King County Road Service Department for assistance in obtaining field materials and project information.

References

AASHTO. (1998). “Standard specification for performance graded asphalt binder.” AASHTO MP 1, Washington, DC.
AASHTO. (2000). “Recovery of asphalt from solution by Abson method.” AASHTO T 170, Washington, DC.
AASHTO. (2001). “Standard method of test for quantitative extraction of asphalt binder from hot mix asphalt (HMA).” AASHTO T 164, Washington, DC.
AASHTO. (2009). “Standard specification for use of reclaimed asphalt shingles as an additive in hot mix asphalt (HMA).” AASHTO MP 15, Washington, DC.
AASHTO. (2010a). “Standard method of test for determining the asphalt binder content of hot mix asphalt (HMA) by the ignition method.” AASHTO T 308, Washington, DC.
AASHTO. (2010b). “Standard method of test for multiple stress creep recovery (MSCR) test of asphalt binder using a dynamic shear rheometer (DSR).” AASHTO TP70, Washington, DC.
AASHTO. (2010c). “Standard specification for performance-graded asphalt binder using multiple stress creep recovery (MSCR) test.” AASHTO MP 19, Washington, DC.
AASHTO. (2011). “Standard method of test for determining the creep compliance and strength of hot mix asphalt (HMA) using the indirect tensile test device.” AASHTO T 322, Washington, DC.
AASHTO. (2012a). “Standard method of test for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer (BBR).” AASHTO T 313, Washington, DC.
AASHTO. (2012b). “Standard method of test for determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR).” AASHTO T 315, Washington, DC.
AASHTO. (2012c). “Standard method of test for theoretical maximum specific gravity (Gmm) and density of hot mix asphalt (HMA).” AASHTO T 209, Washington, DC.
AASHTO. (2014a). “Standard method of test for hamburg wheel-track testing of compacted hot mix asphalt (HMA).” AASHTO T 324, Washington, DC.
AASHTO. (2014b). “Standard method of test for mechanical analysis of extracted aggregate.” AASHTO T 30, Washington, DC.
Abbas, A. R., Mannan, U. A., and Dessouky, S. (2013). “Effect of recycled asphalt shingles on physical and chemical properties of virgin asphalt binders.” Constr. Build. Mater., 45, 162–172.
Bukowski, J. (2011). “National asphalt technology overview.” 〈http://www.flexiblepavements.org/sites/www.flexiblepavements.org/files/events/conferences/1Bukowski.pdf〉 (Sep. 22, 2014).
California Integrated Waste Management Board. (2011). “Asphalt roofing shingles recycling: Introduction.” Publication No. 431-97-031http://infohouse.p2ric.org/ref/34/33792.pdf〉 (May 1, 2013).
Cascione, A. A., et al. (2011). “Laboratory evaluation of field produced hot mix asphalt containing post-consumer recycled asphalt shingles and fractionated recycled asphalt pavement.” J. Assoc. Asphalt Paving Technol., 80, 377–418.
Falchetto, A. C., Tebaldi, G., Montepara, A., Turos, M., and Marasteanu, M. (2012). “Back-calculation of binder properties in asphalt mixture containing recycled asphalt materials.” Procedia Soc. Behav. Sci., 53, 1121–1130.
Fitts, G. (2013). “Hamburg wheel tracking (HWT) test.” 〈http://www.ltrc.lsu.edu/asphalt/pdf/Hamburg%20Wheel%20Tracking%20Test.pdf〉 (Jun. 8, 2013).
Goh, S. W., and You, Z. (2011). “Evaluation of recycled asphalt shingles in hot mix asphalt.” 1st Congress of the Transportation and Development Institute of ASCE, ASCE, Chicago, 638–645.
Hajj, E. Y., Sebaaly, P. E., and Shrestha, R. (2007). “A laboratory evaluation on the use of recycled asphalt pavements in HMA mixtures.” 〈http://www.wrsc.unr.edu/rap-report-2.pdf〉 (Sep. 22, 2014).
Hanson, D. I., Foo, K. Y., and Lynn, T. A. (1997). “Evaluation of roofing shingles in HMA.” National Center for Asphalt Technology, Auburn Univ., Auburn, AL.
Johnson, E., Johnson, G., Dai, S., Linell, D., McGraw, J., and Watson, M. (2010). “Incorporation of recycled asphalt shingles in hot mixed asphalt pavement mixtures.” Minnesota Dept. of Transportation, St. Paul, MN.
Linkup Company, King County Department of Transportation, and King County Department of Natural Resources and Parks. (2010). “Shingles in paving project: Paving demonstration.” 〈http://your.kingcounty.gov/solidwaste/linkup/documents/2010-RAS-specification-guidelines.pdf〉 (Sep. 13, 2014).
Mallick, R. B., Teto, M. R., and Mogawer, W. S. (2000). “Evaluation of use of manufactured waste asphalt shingles in hot mix asphalt.”, Chelsea Center for Recycling and Economic Development, Univ. of Massachusetts Lowell, MA.
McGraw, J., Zofka, A., Krivit, D., Schroer, J., Olson, R., and Marasteanu, M. (2007). “Recycled asphalt shingles in hot mix asphalt.” Proc., Asphalt Paving Technology, Vol. 76, Association of Asphalt Paving Technologists, San Antonio.
Newcomb, D. E. (1993). “Influence of roofing shingles on asphalt concrete mixture properties.” Minnesota Dept. of Transportation, Springfield, VA.
NOAA (National Oceanic and Atmospheric Administration). (2014). 〈http://www.ncdc.noaa.gov/〉 (Sep. 13, 2014).
Samoo, F. A. (2011). “Initial performance assessment for implementation of hot mix asphalt containing recycled asphalt shingles in Oregon.” Masters thesis, Oregon State Univ., Corvallis, OR.
Scholz, T. V. (2010). “Preliminary investigation of RAP and RAS in HMAC.”, 〈http://www.oregon.gov/odot/td/tp_res/docs/reports/2010/rap_and_ras_in_hmac.pdf〉, (May 1, 2013).
SPSS Statistic version 22.0. [Computer software]. Armonk, NY, IBM.
Tarefder, R. A., Zaman, M., and Hobson, K. (2003). “A laboratory and statistical evaluation of factors affecting rutting.” Int. J. Pavement Eng., 4(1), 59–68.
Wen, H. (2012). “Use of fracture work density obtained from indirect tensile testing for the mix design and development of a fatigue model.” Int. J. Pavement Eng., 14(6), 1–8.
Wen, H., and Bhusal, S. (2012). “Towards development of a new thermal cracking test using the dynamic shear rheometer.” J. Test. Eval., 41, 1–8.
Wen, H., and Kim, Y. R. (2002). “Simple performance test for fatigue cracking and validation with westrack mixtures.”, Transportation Research Board, Washington, DC, 66–72.
Williams, R. C., Cascione, A., Haugen, D. S., Buttlar, W. G., Bentsen, R. A., and Behnke, J. (2011). “Characterization of hot mix asphalt containing post-consumer recycled asphalt shingles and fractionated reclaimed asphalt pavement.” Final Rep., Iowa State Univ., Ames, IA.
Zhou, F., Button, J. W., and Epps, J. A. (2012). “Best practice of using RAS in HMA.”, National Technical Information Service, Alexandria, VA.
Zickell, A. J. (2003). “Asbestos analysis of post-consumer asphalt shingles.”, Chelsea Center for Recycling and Economic Development, Univ. of Massachusetts Lowell, Fitchburg, MA.
Zvirblis, D. (2014). “Influence of high RAP on binder properties in hot mix asphalt of northeast.” Masters thesis, Rutgers Univ., New Brunswick, NJ.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 1January 2016

History

Received: May 14, 2014
Accepted: Apr 8, 2015
Published online: Jun 18, 2015
Discussion open until: Nov 18, 2015
Published in print: Jan 1, 2016

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Authors

Affiliations

Shenghua Wu, S.M.ASCE
Ph.D. Candidate and Research Assistant, Dept. of Civil and Environmental Engineering, Washington State Univ., Spokane St., Sloan Hall 37, Pullman, WA 99164-2910. E-mail: [email protected]
Kun Zhang
Research Assistant, Dept. of Civil and Environmental Engineering, Washington State Univ., Spokane St., Sloan Hall 37, Pullman, WA 99164-2910. E-mail: [email protected]
Haifang Wen, Ph.D., M.ASCE
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., P.O. Box 642910, Spokane St., Sloan Hall 41, Pullman, WA 99164-2910 (corresponding author). E-mail: [email protected]
Joe DeVol
Bituminous Engineer, Washington Dept. of Transportation, 1655 S. 2nd Ave., Tumwater, WA 98512. E-mail: [email protected]
Kevin Kelsey
Geotechnical Engineer, Dept. of King County Road Service, 155 Monroe Ave. NE, Bldg. D, Renton, WA 98056.

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