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Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2022. Practices for Assessing and Mitigating the Moisture Susceptibility of Asphalt Pavements. Washington, DC: The National Academies Press. doi: 10.17226/26725.
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54 Aschenbrener, T., R. L. Terrel, and R. A. Zamora. (1994). Comparison of the Hamburg Wheel-Tracking Device and the Environmental Conditioning System to Pavements of Known Stripping Performance. Final Report No. CDOT-DTD-R-94-1, Colorado Department of Transportation. Cooley, L. A. Jr., P. S. Kandhal, M. S. Buchanan, F. Fee, and A. Epps. (2000). Transportation Research E-Circular E-C016: Loaded Wheel Testers in the United States: State of the Practice. Transportation Research Board, National Research Council, Washington, DC. Kanitpong, J., and H. U. Bahia. (2003). Evaluation of the Extent of HMA Moisture Damage in Wisconsin as it Relates to Pavement Performance. WisDOT Highway Research Study 0092-01-03. Wisconsin Department of Transportation. Lottman, R. P. (1978). NCHRP Report 192: Predicting Moisture-Induced Damage to Asphaltic Concrete. Transpor- tation Research Board, National Research Council, Washington, DC. Lottman, R. P. (1982). NCHRP Report 246: Predicting Moisture-Induced Damage to Asphaltic Concrete: Field Evaluation. Transportation Research Board, National Research Council, Washington, DC. Putnam, B. J. and S. N. Amirkhanian. (2006). Laboratory Evaluation of Anti-Strip Additives in Hot Mix Asphalt. SCDOT Report No. FHWA-SC-06-07. South Carolina Department of Transportation. Scholz, T. V., R. L. Terrel, A. Al-Joaib, and J. Bea. (1994). Water Sensitivity: Binder Validation. SHRP-A-402, Strategic Highway Research Program, National Research Council, Washington, DC. Sebaaly, P. (2007). Comparison of Lime and Liquid Additives on the Moisture Damage of Hot Mix Asphalt Mixtures. National Lime Association. Solaimanian, M., R. F. Bonaquist, and V. Tandon. (2007). NCHRP Report 589: Improved Conditioning and Test- ing Procedures for HMA Moisture Susceptibility. Transportation Research Board of the National Academies, Washington, DC. Stuart, K. D. (1986). Evaluation of Procedures Used to Predict Moisture Damage in Asphalt Mixtures. FHWA/ RD-86/090, Research, Development, and Technology, Turner-Fairbank Highway Research Center, McLean, VA. Watson, D. (2012). Effectiveness of Anti-Strip Agents in Asphalt Mixtures. GDOT Research Project No. FHWA- GA-12-0623. Georgia Department of Transportation. West, R. C., J. Zhang, and A. Cooley, Jr. (2004). Evaluation of the Asphalt Pavement Analyzer for Moisture Sensitivity Testing. NCAT Report No. 04-04, National Center for Asphalt Technology, Auburn University. Yilmaz, M., A. Tugrul, M. Karaşahin, and I. Boz. (2014). Assessing the Stripping Properties of Granite Aggregates in Bituminous Mixtures. Bulletin of Engineering Geology and the Environment, Vol. 74. Bibliography

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Incompatibility between aggregate type and asphalt binder, presence of standing water or water under pressure in the pavement layers, and improper construction practices are some of the many factors that influence moisture susceptibility of flexible pavements.

The TRB National Cooperative Highway Research Program's NCHRP Synthesis 595: Practices for Assessing and Mitigating the Moisture Susceptibility of Asphalt Pavements documents practices used by state departments of transportation to prevent or to minimize moisture damage in hot-mix asphalt pavements.

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