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Page 93
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2010. Validating the Fatigue Endurance Limit for Hot Mix Asphalt. Washington, DC: The National Academies Press. doi: 10.17226/14360.
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Page 93
Page 94
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2010. Validating the Fatigue Endurance Limit for Hot Mix Asphalt. Washington, DC: The National Academies Press. doi: 10.17226/14360.
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Page 94
Page 95
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2010. Validating the Fatigue Endurance Limit for Hot Mix Asphalt. Washington, DC: The National Academies Press. doi: 10.17226/14360.
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Page 95

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93 1. Epps, J. A. and C. L. Monismith. “Fatigue of Asphalt Concrete Mixtures-Summary of Existing Information.” ASTM STP 508: Fatigue of Compacted Bituminous Aggregate Mixtures. American So- ciety for Testing and Materials, Coshocken, PA, 1972, pp. 19–45. 2. Tangella, S. C. S. R., J. Craus, J. A. Deacon, and C. L. Monismith. “Summary Report on Fatigue Response of Asphalt Mixtures.” TM-UCB-A-003A-89-3, Strategic Highway Research Program, Project A-003-A, University of California, Berkley, CA, 1990. 3. Tayebali, A. A., J. A. Deacon, J. S. Coplantz, J. T. Harvey, and C. L. Monismith. “Fatigue Response of Asphalt-Aggregate Mixes: Part I Test Method Selection.” SHRP A-404 Strategic Highway Research Program, National Research Council, Washington, DC, 1994. 4. Callister, W. D. Jr. Materials Science and Engineering: An Introduction. John Wiley & Sons, New York, 1985. 5. Barret, C. R., W. D. Nix, and A. S. Tetelman. The Principles of Engi- neering Materials. Prentice Hall, Englewood Cliffs, NJ, 1973. 6. Baladi, G. Y. and M. B. Snyder. “Highway Pavements.” Pavement Design, Publication No. FHWA HI-90-027, Vol. II, Part III, National Highway Institute, Washington, DC, 1992. 7. Huang, Y. H. Pavement Analysis and Design. Prentice Hall, Upper Saddle River, NJ, 1993. 8. Monismith, C. L. and D. B. McLean. “Structural Design Consid- erations.” In Proceedings of the Association of Asphalt Paving Tech- nologists, Vol. 41, 1972. 9. Maupin, G. W. Jr. and J. R. Freeman Jr. “Simple Procedure for Fatigue Characterization of Bituminous Concrete.” Final Report No. FHWA-RD-76-102, Federal Highway Administration, Wash- ington, DC, 1976. 10. Nunn, M. “Long-life Flexible Roads.” In Proceedings of the 8th Inter- national Conference on Asphalt Pavements, Vol. 1, University of Washington, Seattle, WA, August 1997, pp. 3–16. 11. Nishizawa, T., S. Shimeno, and M. 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Anderson. “Characterization of Modified Asphalt Binders in Superpave Mix Design.” NCHRP Report 459, Transportation Research Board, National Research Council, Washington, DC, 2001, p. 95. 20. Monismith, C. L., F. Long, and J. T. Harvey. “California’s Interstate- 710 Rehabilitation: Mix and Structural Section Designs, Construc- tion Specifications.” Journal of the Association of Asphalt Paving Technologists, Vol. 70, Clearwater Beach, FL, 2001, pp. 762–799. 21. Lee, H. J., J. Y. Choi, Y. Zhao, and Y. R. Kim. “Laboratory Evaluation of the Effects of Aggregate Gradation and Binder Type on Perfor- mance of Asphalt Mixtures.” In Proceedings of the Ninth International Conference on Asphalt Pavements, Copenhagen, Denmark. 2002. 22. Asphalt Pavement Alliance. “Determination of Threshold Strain Level for the Fatigue Endurance Limit in Asphalt Mixtures: Phase I.” Asphalt Pavement Alliance, 2003. 23. Von Quintus, H. “Quantifications of the Effects of Polymer-Modified Asphalt for Reducing Pavement Distress.” ER-215, Asphalt Institute, Lexington, KY 2004. 24. Harvey, J., C. Monismith, R. Hornjeff, M. Berjarano, B. W. Tsai, and V. Kannekanti. “Long-Life AC Pavements: A Discussion of Design and Construction Experience Based on California Expe- rience.” In Proceedings of International Symposium on Design and Construction of Long Lasting Asphalt Pavements, National Center for Asphalt Technology, Auburn, AL, 2004, pp. 285–333. 25. Harvey, J. T. and B. W. Tsai. “Effects of Asphalt Content and Air Void Content on Mix Fatigue and Stiffness.” In Transportation Research References

Record No. 1543, Transportation Research Board, Washington, DC, 1996, pp. 38–45. 26. Anderson, R. M. and R. Bentsen. “Influence of Voids in Mineral Aggregate (VMA) on the Mechanical Properties of Coarse and Fine Asphalt Mixtures.” Journal of the Association of Asphalt Paving Technologists, Vol. 70, Clearwater Beach, FL, 2001, pp. 1–37. 27. Maupin, G. W. Jr. “Additional Asphalt to Increase the Durability of Virginia’s Superpave Surface Mixes.” VTRC 03-R15, Virginia Trans- portation Research Council, Charlottesville, VA, 2003. 28. Corte, J. F. “Development and Uses of Hard-Grade Asphalt and of High-Modulus Asphalt Mixtures in France.” In Transportation Research Circular 503: Perpetual Bituminous Pavements, Transporta- tion Research Board, Washington, DC, 2001, pp. 12–31. 29. Ferne, B. W. and M. 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Next: Appendix A - Proposed Standard Practice for Predicting the Endurance Limit of Hot Mix Asphalt (HMA) for Long-Life Pavement Design »
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TRB’s National Cooperative Highway Research Program (NCHRP) Report 646: Validating the Fatigue Endurance Limit for Hot Mix Asphalt explores the existence of a fatigue endurance limit for hot mix asphalt (HMA) mixtures, the effect of HMA mixture characteristics on the endurance limit, and the potential for the limit’s incorporation in structural design methods for flexible pavements.

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