Technical Papers
May 23, 2019

Assessing Binder Blending Level in Asphalt Mixtures Containing Recycled Asphalt Shingles

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 8

Abstract

The recycling of asphalt shingles (RAS) in hot mix asphalt (HMA) has been the topic of much research. The asphalt binder of RAS is highly aged, oxidized, and stiffened, and the incorporation of it into HMA may alter the performance characteristics of the asphalt mixture. The first goal of this study was to determine the degree to which RAS binder blends with HMA virgin binder; the second goal was to determine the potential effects of this blending of binders on the long-term performance of RAS-containing HMA. A series of laboratory experiments were conducted, and the performance of RAS-containing HMA, which was fabricated replicating practical field conditions, was compared in two extreme scenarios—zero binder blending and total blending. The results showed that the performance of RAS-containing HMA tended to be closer to the total blending scenario. This suggests that RAS binder blends with HMA virgin binder nearly to the full extent. In addition, increasing RAS content makes HMA brittle and, therefore, more vulnerable to early-age cracking.

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Acknowledgments

The authors thank the Federal Highway Administration (FHWA) for its financial support and thank John Bukowski, Michael Arasteh, and Matthew Corrigan—all from the FHWA—for their technical support. In addition, the authors gratefully acknowledge the support of the member companies of the Asphalt Institute. Without their continued interest and support, none of the work could have been accomplished. Additional support was provided by the University of Kentucky.

Disclaimer

This paper is based on work supported by the US Department of Transportation under Cooperative Agreement No. DTFH61-11-H-00033. Any opinions, findings, conclusions, or recommendations expressed in this publication are those of the authors and do not necessarily reflect the views of the US Department of Transportation, the University of Kentucky, or the Asphalt Institute and its member companies.

References

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Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 8August 2019

History

Received: Nov 1, 2018
Accepted: Mar 26, 2019
Published online: May 23, 2019
Published in print: Aug 1, 2019
Discussion open until: Oct 23, 2019

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Authors

Affiliations

Naser P. Sharifi, Ph.D. [email protected]
Postdoctoral Scholar, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506 (corresponding author). Email: [email protected]
Zachary McKay [email protected]
Senior Asphalt Technician, Asphalt Institute, 2696 Research Park Dr., Lexington, KY 40511. Email: [email protected]
Phillip Blankenship [email protected]
P.E.
Blankenship Asphalt Tech and Training, PLLC, P.O. Box 1656, Richmond, KY 40476. Email: [email protected]
Kamyar C. Mahboub, Ph.D., F.ASCE [email protected]
P.E.
Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506. Email: [email protected]
R. Michael Anderson [email protected]
P.E.
Director of Research Services, Asphalt Institute, 2696 Research Park Dr., Lexington, KY 40511. Email: [email protected]

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