Hamburg Wheel-Track Test Equipment Requirements and Improvements to AASHTO T 324 (2016)

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68 6. REFERENCES 1. Han, J., and Shiwakoti, H., Development of a rapid test to determine moisture sensitivity of hot mix asphalt (Superpave) mixtures. Kansas DOT, Topeka, Kansas, 2010. 2. “Moisture Sensitivity Testing of HMA”, I.M. 319, Iowa DOT, Ames, Iowa, 2013. 3. “Method of Test For Hamburg Wheel Track Testing of Compacted Bituminous Mixtures”, MT 334- 110-090211, Montana DOT, Helena, Montana, 2011. 4. “Hamburg Wheel-Track Testing of Compacted Bituminous Mixtures”, CP-L 5112, 8 Colorado DOT, Denver, Colorado, 2009. 5. “Method of Test for Hamburg Wheel-Track Testing of Compacted HMA”, Section 39-12 1.01D, Utah DOT, Salt Lake City, Utah, 2011. 6. “Test Procedure for Hamburg Wheel-Tracking Test”, TEX-242-F, Texas DOT, Austin, Texas, 2009. 7. “Method of Test for Hamburg Rut Testing Of Compacted Hot-Mix Asphalt (HMA)”, OHD L-55, Oklahoma DOT, Oklahoma, August 15, 2014. 8. WisDOT Modified Test Procedure for AASHTO T-324, Wisconsin State Department of Transportation, Wisconsin, 2014. 9. Louisiana Standard Specifications for Roads and Bridges, Louisiana Department of Transportation and Development, Baton Rouge, Louisiana, 2015. 10. Modified AASHTO T-324 specification, California Department of Transportation, California, 2014. 11. Modified AASHTO T-324 specification, Illinois Department of Transportation, Illinois, 2014. 12. Standard Specifications for Road, Bridge and Multiple Construction, M41-10, Washington DOT, 2014. 13. Hines, M., “The Hamburg Wheel Tracking Device,” Proceedings of the Twenty-Eight Paving and Transportation Conference, Civil Engineering Department, University of New Mexico, Albuquerque, New Mexico, 1991. 14. Solaimanian, M., H. John, T. Maghsoud, and T. Vivek. Test Methods to Predict Moisture Sensitivity of Hot-Mix Asphalt Pavements. Moisture Sensitivity of Asphalt Pavements: A National Seminar. San Diego, California, Feb. 4–6, 2003. 15. Mohammad L., Abadie C., Gokmen R., and Puppala A., Mechanistic Evaluation of Hydrated Lime in Hot-Mix Asphalt Mixtures, Transportation Research Record: Journal of the Transportation Research Board, No. 1723, TRB, National Research Council, Washington, D.C.,1997. 16. Aschenbrener, T. and G. Currier. Influence of Testing Variables on the Results from the Hamburg Wheel-Tracking Device. CDOT-DTD-R-93-22. Colorado Department of Transportation, Denver, 1993. 17. Schram, S. A. and R. C. Williams. Ranking of HMA Moisture Sensitivity Tests in Iowa. Presented at 92nd Annual Meeting of the Transportation Research Board, Washington, D.C., 2013. 18. Aschenbrener, T., R. L. Terrel, and R. A. Zamora, “Comparison of the Hamburg Wheel Tracking Device and Environmental Conditioning System to Pavements of Known Stripping Performance,” Colorado Department of Transportation, CDOTDTD-R-94-1, 1994. 19. Yin F., Arambula E., Lytton R., Martin A., and Cucalon L., Novel Method for Moisture Susceptibility and Rutting Evaluation Using Hamburg Wheel Tracking Test, Transportation Research Record: Journal of the Transportation Research Board, No. 2446, Transportation Research Board of the National Academies, Washington, D.C., 2014. 20. Federal Highway Administration, LTPPBind Version 2.1 (Software), FHWA, McLean, Virginia, July 1999. 21. Bonaquist, R., NCHRP Report 629: Ruggedness Testing of the Dynamic Modulus and Flow Number Tests with the Simple Performance Tester. Transportation Research Board of the National Academies, Washington, D.C., 2008.

69 22. Schram, S., Williams, R., and Buss, A., Reporting Results from the Hamburg Wheel Tracking Device, Transportation Research Record: Journal of the Transportation Research Board, No. 2446, Transportation Research Board of the National Academies, Washington, D.C., 2014.