Technical Papers
Jan 5, 2016

Rational Mix-Design Procedure for Cold In-Place Recycling Asphalt Mixtures and Performance Prediction

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 6

Abstract

A new volumetric mix-design procedure utilizing the Superpave gyratory compactor (SGC) was developed for cold in-place recycling (CIR) asphalt mixtures with assistance from the Federal Highway Administration (FHWA). It was developed for partial-depth CIR using asphalt emulsions as the recycling additive. This procedure was calibrated using materials from five geographically varied locations in North America: Connecticut, Kansas, Ontario, Arizona, and New Mexico. It required that specimens be prepared at densities similar to those found in the field. The performance of CIR mixtures prepared in accordance with the new mix-design procedure was evaluated in the laboratory with mechanistic-empirical pavement design guide (MEPDG) models as well as in the field. Creep compliance and strength of the mixtures were determined at 0, 10, and 20°C using the Superpave indirect tensile tester (IDT) with satisfactory results. A field test section also had been established with CIR mixtures in Arizona using this procedure and has been performing well with no significant visible cracking or distresses.

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Acknowledgments

The research project has been funded by FHWA through the University of New Hampshire (UNH). The authors would like to express our sincere thanks for their support, encouragement, and guidance, especially Professor David Gress of UNH. The authors would also like to thank the members of the Expert Task Group for their time and effort in helping make this a successful and useful research endeavor. In addition, thanks must go to Mr. Fred Nashold of the Connecticut DOT, who supplied the field data. The authors also thank Dr. William Buttlar of the University of Illinois at Urbana-Champaign and Dr. Don Christensen of Advanced Asphalt Technologies, LLC for their help with the IDT data. The unending contributions of Mrs. Gail Paolino are also greatly appreciated. The authors would also like to thank CVE faculty and staff for their contributions and many graduate and undergraduate assistants who assisted with the project, particularly Ms. Christina Steen and Dr. Kyungwon Park.

References

AASHTO. (1998). “Report on cold recycling of asphalt pavements.” Task Force No. 38 Joint Committee, Washington, DC.
AASHTO. (2006). “Determining the creep compliance, resilence modulus and strength of asphalt materials using indirect tensile test device.” Washington, DC.
AASHTO. (2010). “Standard specification for transportation materials and methods of sampling and testing.” Washington, DC.
Batista, F., Antunes, M., Mollenhauer, K., and McNally, C. (2012). “Building blocks of best practice guide on cold in-place recycling.” Proc., 5th Eurosphalt and Eurobitumen Congress, European Asphalt Pavement Association (EAPA), Brussels, Belgium.
Cross, S. A., and Ramaya, B. M. (1995). “Evaluation of cold in-place recycling.”, Kansas Dept. of Transportation, Topeka, KS.
Epps, J. A. (1990). “Cold recycled bituminous concrete using bituminous materials.”, Transportation Research Board, Washington, DC.
Huber, G. A. (1999). “Development of the superpave gyratory compactor.” 〈hHttp://ce.ecn.purdue.edu/∼spave/huber2.htm〉 (Sep. 15, 1999).
Huffman, J. E. (1998). “Update on asphalt recycling, reclamation.” Better Roads, 19–22.
Kearney, E. J. (1997). “Cold mix recycling: State of the practice.” Proc., Association of Asphalt Paving Technologists (AAPT) Symp. on Recycling of Asphalt Pavements, Salt Lake City.
Lee, K. W., Brayton, T., and Huston, M. (2005). “Development of performance based mix design for cold in-place recycling (CIR) of bituminous pavements based on fundamental properties.”, FHWA, Washington, DC.
McGennis, R. B., Anderson, R. M., Kennedy, T. W., and Solaimanian, M. (1995). “Background of SUPERPAVE asphalt mixture design and analysis.“, FHWA, U.S. Dept. of Transportation, Washington, DC.
McKeen, R. G., Hanson, D. L., and Stokes, J. H. (1997). “New Mexico’s experience with cold in-situ recycling.” Proc., Transportation Research Board 76th Annual Meeting, Washington, DC.
Roberts, F. L., Kandhal, P. S., Ray Brown, E., Lee, D. Y., and Kennedy, T. W. (1996). “Hot mix asphalt materials, mixture design, and construction.” NAPA Research and Education Foundation, Lanham, MD.
Rogge, D. F., Hicks, G., Scholz, T. V., and Allen, D. (1992). “Case histories of cold in-place recycled asphalt pavements in central oregon.” Transp. Res. Rec., 1337, 61–70.
TRB. (2010). “Mechanistic-empirical pavement design guide (MEPDG).” Washington, DC.

Information & Authors

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 6June 2016

History

Received: Apr 7, 2015
Accepted: Sep 28, 2015
Published online: Jan 5, 2016
Published in print: Jun 1, 2016
Discussion open until: Jun 5, 2016

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Authors

Affiliations

K. Wayne Lee, F.ASCE [email protected]
Professor of Civil Engineering and Director of RI Transportation Research Center, Univ. of Rhode Island, Bliss Hall #212, Kingston, RI 02881 (corresponding author). E-mail: [email protected]
Todd E. Brayton, A.M.ASCE [email protected]
Transportation Engineer, Bryant Associates, Inc., 12 Breakneck Hill Rd., Lincoln, RI 02865. E-mail: [email protected]
Max Mueller [email protected]
Research Engineer, Technical Univ. of Braunschweig, Weberstr 31, 38106 Braunschweig, Germany. E-mail: [email protected]
Ajay Singh, A.M.ASCE [email protected]
Research Associate, Rhode Island Transportation Research Center (RITRC), URI, Bliss Hall #308, Kingston, RI 02881. E-mail: [email protected]

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