Technical Papers
Jan 27, 2015

Laboratory Evaluation of Long-Term Draindown of Porous Asphalt Mixtures

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 10

Abstract

Long-term draindown is the term adopted in this study to describe the downward flow of binder in a porous asphalt mixture due to the force of gravity at high temperatures experienced during service, especially in warmer climates. The concept of long-term draindown has been qualitatively noted in field observations of porous asphalt mixtures, including open graded friction courses (OGFC). This research quantified the long-term draindown of three different OGFC mixtures by measuring the permeability of the mixes throughout an 84-day conditioning period at 60°C. The results showed that the permeability of all three mixtures decreased over the first 56 days and then leveled off or increased for the remaining 28 days. To verify that the permeability reduction was due to binder draindown, the distribution of binder content of randomly selected specimens was measured. The results from this study indicated that cellulose fibers did not have any influence on the long-term draindown of the mixtures evaluated as the other mixtures [one made with ground tire rubber modified binder and the other with Evotherm 3G (MWV Specialty Chemicals, North Charleston, South Carolina)] exhibited slightly lower rates of permeability loss despite not containing fibers.

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Acknowledgments

The authors would like to acknowledge MeadWestvaco Corporation and the Asphalt Rubber Technology Service (ARTS) at Clemson University for the financial support of this study. The hospitality of the Sloan Construction Company, Inc. for allowing the research team to utilize their lab facility is also greatly appreciated. Finally, this project would not have been possible without the support of the South Carolina Department of Transportation (SCDOT) who funded the pavement test sections.

References

AASHTO. (2005). “Standard method of test for determination of draindown characteristics in uncompacted asphalt mixtures.” T305, Washington, DC.
Alvarez, A. E., Epps Martin, A., and Estakhri, C. (2009). “Connected air voids content in permeable friction course mixtures.” J. Test. Eval., 37(3), 254–263.
Alvarez, A. E., Epps Martin, A., and Estakhri, C. (2010). “Internal structure of compacted permeable friction course mixtures.” Constr. Build. Mater., 24(6), 1027–1035.
ASTM. (2010). “Standard test method for asphalt content of hot-mix asphalt by ignition method.” D6307, West Conshohocken, PA.
Ferguson, B. K. (2005). Porous pavements, CRC, Boca Raton, FL.
Hamzah, M. O., Hasan, M. R. M., and van de Ven, M. (2012). “Permeability loss in porous asphalt due to binder creep.” Constr. Build. Mater., 30(1), 10–15.
Huber, G. (2000). “Performance survey on open-graded friction course mixes.”, Transportation Research Board, National Research Council, Washington, DC.
Kandhal, P. (2002). “Design, construction, and maintenance of open-graded asphalt friction courses.”, National Asphalt Pavement Association, Lanham, MD.
Lyons, K. R., and Putman, B. J. (2013). “Laboratory evaluation of stabilizing methods for porous asphalt mixtures.” Constr. Build. Mater., 49(1), 772–780.
Putman, B. J. (2012). “Evaluation of open graded friction courses: Construction, maintenance, and performance.”, Clemson Univ., South Carolina Dept. of Transportation.
Putman, B. J., and Amirkhanian, S. N., (2004). “Utilization of waste fibers in stone matrix asphalt mixtures.” J. Resour. Conserv. Recycl., 42(3), 265–274.
Smith, J. R. (2000). “Asphalt rubber open graded friction course.”, Villamoura, Portugal.
Wurst, J. E., and Putman, B. J. (2013). “Laboratory evaluation of warm mix open graded friction course mixtures.” J. Mater. Civ. Eng., 403–410.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 10October 2015

History

Received: Jan 31, 2014
Accepted: Dec 10, 2014
Published online: Jan 27, 2015
Discussion open until: Jun 27, 2015
Published in print: Oct 1, 2015

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Authors

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Bradley J. Putman, A.M.ASCE [email protected]
Associate Professor, Glenn Dept. of Civil Engineering, Clemson Univ., 109 Lowry Hall, Clemson, SC 29634 (corresponding author). E-mail: [email protected]
Kimberly R. Lyons, S.M.ASCE [email protected]
Graduate Research Assistant, Glenn Dept. of Civil Engineering, Clemson Univ., 109 Lowry Hall, Clemson, SC 29634. E-mail: [email protected]

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