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First published online January 1, 2009

Laboratory and Field Evaluations of Foamed Warm-Mix Asphalt Projects

Abstract

Warm-mix asphalt (WMA) is much like hot-mix asphalt (HMA), but it is produced at lower plant temperatures than conventional HMA. Key benefits of the reduced WMA production temperature include the reduction of fuel consumption and of emissions. Granite Construction performed two WMA paving demonstration projects from its Indio, California, facility in early 2008. Both projects were paved with WMA produced with the free water method (Astec Double Barrel Green). The objectives of these demonstrations were (a) to demonstrate that WMA with reclaimed asphalt pavement could be produced and placed at lower temperatures while yielding mix properties and field compaction similar to those of conventional HMA and (b) to construct field test sections so that WMA and HMA performance could be compared side by side. These objectives were accomplished by producing and placing the WMA and by completing an in-depth sampling and testing program to compare the WMA and HMA paved on similar test sections and produced with similar methods (the only exception was production temperatures). The initial field performance of the WMA and HMA has been similar, and the long-term performance will be monitored. The WMA demonstration objectives were achieved, with the WMA exhibiting mix properties and field compaction similar to those of the HMA, with slightly lower initial stiffness, as expected. The potential rutting concern with WMA has not been an issue in this arid Southern California climate, and the sections placed on the haul road into and out of the Indio plant have been exposed to significant truck traffic.

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References

1. Prowell B., and Hurley C. Warm Mix Asphalt: Best Practices. National Asphalt Pavement Association, Lanham, Md., 2007.
2. Hurley C., and Prowell B. Evaluation of Potential Processes for Use in Warm Mix Asphalt. Journal of the Association of Asphalt Paving Technologists, Vol. 75, 2006, pp. 41–90.
3. Standard Specifications. California Department of Transportation, Sacramento, 2006.
4. Greenbook Standard Specifications for Public Works Construction. BNI Publications, Vista, Calif., 2006.
5. Mix Design Methods for Asphalt Concrete (MS-2), 6th ed. Asphalt Institute., Lexington, Ky., 2007.

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Article first published online: January 1, 2009
Issue published: January 2009

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© 2009 National Academy of Sciences.
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Authors

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Jason Wielinski
Granite Construction, Inc., 1900 Glendale Avenue, Sparks, NV 89432.
Adam Hand
Granite Construction, Inc., 1900 Glendale Avenue, Sparks, NV 89432.
David Michael Rausch
Granite Construction Co., 38000 Monroe Street, Indio, CA 92203.

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This article was published in Transportation Research Record: Journal of the Transportation Research Board.

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