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Original Articles

Criteria for using the Superpave gyratory compactor to design airport HMA mixtures

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Pages 126-136 | Received 15 Oct 2010, Accepted 22 Aug 2011, Published online: 06 Oct 2011

References

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  • Al-Khaateeb , G. 2002 . “ Target and tolerance for the angle of gyration used in the Superpave gyratory compactor (SGC) ” . In Transportation Research Record, Journal of the Transportation Research Board , No. 1789 208 – 215 . Washington, DC : Transportation Research Board of the National Academies .
  • American Society of Testing and Materials . 2004 . Standard practice for preparation of bituminous specimens using Marshall apparatus , Designation: D 6926-04 West Conshohocken, PA Available from http://www.astm.org/index.shtml
  • American Society of Testing and Materials . 2006 . Standard test method for Marshall stability and flow of bituminous mixtures , Designation: D 6927-06 West Conshohocken, PA Available from http://www.astm.org/index.shtml
  • Christensen , D. 2010 . “ Superpave gyratory compaction requirements for FAA's hot mix asphalt specification ” . In Proceedings of the 2010 FAA Worldwide Airport Technology Transfer Conference Atlantic City, NJ Available from http://www.airporttech.tc.faa.gov/ATT2010/papers.asp
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  • Prowell , B.D. and Brown , E.R. 2007 . Superpave mix design: verifying compaction levels in the Ndesign table , Washington, DC : Transportation Research Board, National Research Council . NCHRP Report 573
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  • White , T.D. 1985 . Marshall procedures for design and quality control of asphalt mixtures . Journal of the Association of Asphalt Paving Technologists , 54 : 265 – 284 .

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