Aggregate Tests for Hot-Mix Asphalt Mixtures Used in Pavements (2006)

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38 1. Kandhal, P.S. and Parker Jr., F., NCHRP Report 405: Aggregate Tests Related to Asphalt Concrete Pavement Performance in Pavements, Trans- portation Research Board, Washington, D.C., 1998. 2. Haddock, J., Pan, C., Feng, A., and White, T. D., “Effect of Grada- tion on Asphalt Mixture Performance,” Transportation Research Record 1681, Transportation Research Board, Washington, D.C., 1999, pp. 59-68. 3. Epps, A. L. and Hand, A. J.,“Coarse Superpave Mixture Sensitivity,” A paper presented at the 79th Annual Meeting of the Transportation Research Record, Washington, D.C., January 2000. 4. Chowdhury, A., Grau, J. C., Button, J. W., and Little, D. N.,“Effect of Superpave Restricted Zone on Permanent Deformation,” A paper presented at the International Center for Aggregates Research 8th Annual Symposium, Denver, Colorado 2000. 5. Sousa, J. B., Pais, J. C., Prates, M., Barros, R., Langlois, P., and Leclerc, A. M.,“Effect of Aggregate Gradation on Fatigue Life of Asphalt Con- crete Mixes,” A paper presentation at the 77th Annual Meeting of the Transportation Research Board, Washington, D.C., January 1998. 6. Jahn, D. W., “A Closer Look at Superpave Aggregate Specifications. Potential Problems with Superpave Aggregate Specifications,” A paper presented at the 4th Annual Symposium of the International Center for Aggregates Research, Atlanta, Georgia, 1996. 7. Stiady, J. L.,“Validation of SHRP Asphalt Mixture Specification using Accelerated Testing,”Ph.D. Thesis, Purdue University,West Lafayette, IN, May 2000. 8. Hand, A. J., “Relationships between Laboratory Measured HMA Material and Mixture Properties and Pavement Performance at Wes- track.” Ph.D. Thesis, University of Nevada, Reno, 1998. 9. Romero, P. and Mogawer, W., “Evaluation of the Superpave Shear Tester’s Ability to Discern Two Mixtures with Different Size Aggre- gates using the Federal Highway Administration’s Accelerated Load- ing Facility,” A paper presented at the 78th Annual Meeting of the Transportation Research Board, Washington , D.C., 1999. 10. Brown, E. R., and Basset, C. E.,“Effects of Maximum Aggregate Size on Rutting Potential and Other Properties of Asphalt-Aggregate Mixtures,” Transportation Research Record 1259, Transportation Research Board, Washington, D.C., 1990, pp. 107-119. 11. Khedaywi, T. S. and Tons, E.,“Aggregate Rugosity and Size Effect on Bituminous Mixes,” Transportation Research Record 1619, Trans- portation Research Board, Washington, D.C., 1998, pp. 26-36. 12. Jahn, D. W., “Evolving Influence of Superpave on Coarse Aggregate Particle Shape,” A paper presented at the 6th Annual Symposium of the International Center for Aggregate Research, St. Louis, Missouri, April 1998. 13. Hand,A. J., Epps, J.A., and Sebaaly, P. E.,“Precision of ASTM D 5821 Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate,” Journal of Testing and Evaluation, Vol. 28, No. 2, March 2000, pp. 67-76. 14. Huang, H., “Analysis of Accelerated Pavement Tests and Finite Ele- ment Modeling of Rutting Phenomenon,” Ph.D. Thesis, Purdue University, West Lafayette, IN, August 1995. 15. Vavrik, W. R., Fries, R. J., and Carpenter, S. H., “Effect of Flat and Elongated Coarse Aggregate on Characteristics of Gyratory Com- pacted Samples,” Transportation Research Record 1681, Trans- portation Research Board, Washington, D.C., 1999, pp. 28–36. 16. Huber, G. A., Jones, J. C., and Jackson, N. M., “Contribution of Fine Aggregate Angularity and Particle Shape to Superpave Mix- ture Performance,” A paper presented at the 77th Annual Meeting of the Transportation Research Board Meeting, Washington, D. C., January 1998. 17. White, T. D., Lee, C. J., and Haddock, J. E.,“Fine Aggregate Angular- ity,”A paper presented at the 6th Annual Symposium of the Interna- tional Center for Aggregate Research, St. Louis, Missouri, April, 1998. 18. Brown, E. R., and Cross, R. A, “A National Study of Rutting in Hot Mix Asphalt (HMA) Pavements (With Discussion),” Journal of the Association of Asphalt Paving Technologists, Vol. 6, 1992, pp. 535-582. 19. Sousa, J. B. and Weisman, S. L.,“Modeling Permanent Deformation of Asphalt Aggregate Mixes,” Journal of the Association of Asphalt Paving Technologists, Vol. 63, 1994, pp. 224-257. 20. Tayebali, A. A., Malpass, G. A., and Khosla, N. P., “Effect of Min- eral Filler Type and Amount of the Design and Performance of Asphalt Concrete Mixtures,” A paper presented at the 77th Annual Meeting of the Transportation Research Board, Washington, D.C., January 1998. References