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Suggested Citation:"Appendix F: Bibliography." National Academies of Sciences, Engineering, and Medicine. 2006. Validation of Performance-Related Test of Aggregates for Use in Hot-Mix Asphalt Pavements: Appendixes A through F. Washington, DC: The National Academies Press. doi: 10.17226/23225.
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Page 116
Page 117
Suggested Citation:"Appendix F: Bibliography." National Academies of Sciences, Engineering, and Medicine. 2006. Validation of Performance-Related Test of Aggregates for Use in Hot-Mix Asphalt Pavements: Appendixes A through F. Washington, DC: The National Academies Press. doi: 10.17226/23225.
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Page 117

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235 APPENDIX F BIBLIOGRAPHY Alhozaimy, A. M., “A Correlation Between Material Finer than No. 200 Sieve and Sand Equivalent Tests for Natural and Crushed Stone Sands,” Cement, Concrete, and Aggregates, CCAGDP, Vol. 20, December 1998, pp. 221-226 Buchanan, M. S., “Evaluation of the Effect of Flat and Elongated Particles on the Performance of Hot Mix Asphalt Mixtures,” NCAT Report No. 2000-03, May 2000 Cominsky, R., Leahy, R. B., Harrigan, E. D., Level One Mix Design: Material Selection, Compaction, and Conditioning, Strategic Highway Research Program, SHRP-A-408, National Research Council, Washington, DC, 1994 Hudson, B. P., “Potential Errors in the FAA Test,” A paper presented at the 8PthP Annual Symposium of the International Center for Aggregates Research, Denver, Colorado, April 2000. Ishai, I. and Craus, J., “Effects of Some Aggregate and Filler Characteristics on Behavior and Durability of Asphalt Paving Mixtures,” Transportation Research Record 1530, Transportation Research Board, Washington, D.C., 1997, pp. 75-85. Kandhal, P. S., Foo, K. Y., and Mallick, R. B., "Critical Review of Voids in Mineral Aggregate Requirements in Superpave," Transportation Research Record 1609, Transportation Research Board, Washington, D.C., 1998, pp. 21-27. Kennedy, T. W., Huber, G. A., Harrigan, E. T., Cominsky, R. J., Hughes, C. S., Von Quintus, H. L., and Moulthrop, J. S., “Superior Performing Asphalt Pavements (Superpave): The Product of the SHRP Asphalt Research Program,” Strategic Highway Research Program, SHRP-A-410, 1994 Mix Design Methods for Asphalt Concrete (MS-2), Asphalt Institute, Lexington, Kentucky Rismantojo, E., Haddock, J. E., and White, T. D., “Comparison of Fine Aggregate Uncompacted Voids Measured by the ASTM C1252 and VTM-5 Devices.”U Journal of Testing and EvaluationU, ASTM International, Vol. 31, No. 4, July 2003. Rogers, C. A., Bailey, M. L., and Price, B, “Micro-Deval Test for Evaluating the Quality of Fine Aggregate for Concrete and Asphalt,” Transportation Research Record 1301, Transportation Research Board, Washington, D. C., 1991, pp. 68-76.

236 Senior, S. A. and Rogers, C. A., “Laboratory Tests for Predicting Coarse Aggregate Performance in Ontario,” Transportation Research Record 1301, Transportation Reseach Board, Washington, D. C., 1991, pp. 97-106. Tourenq, C. and Tran, N. L., “Assessment of Clays in Aggregates. A Track for Further Research,” Bulletin of the International Association of Engineering Geology, No. 56, October 1997, pp. 97-102. Vadakpat, G. and Stonex, A., “Impacts of Implementation of Superpave Aggregate Consensus Property Tests in Pennsylvania,” A paper presented at the 79PthP Annual Meeting of the Transportation Research Board, Washington, D.C., January 2000. West, T. R., “Geology Applied to Engineering,” Prentice Hall, Englewood Cliffs, New Jersey, 1995 White, T.D., Zaghloul, S. M., Anderton, G. L., Smith, D. M., “Pavement Analysis for Moving Aircraft Load,” Journal of Transportation Engineering, November/December, 1997, pp. 436-446

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TRB's National Cooperative Highway Research Program (NCHRP) Web-Only Document 82: Validation of Performance-Related Test of Aggregates for Use in Hot-Mix Asphalt Pavements contains the appendixces to NCHRP Report 557: Aggregate Tests for Hot-Mix Asphalt Mixtures Used in Pavements. NCHRP 557 examines performance-based procedures to test aggregates for use in pavements utilizing hot-mix asphalt (HMA) mixtures and provides guidance on using these procedures for evaluating and selecting aggregates for use in specific mixture applications.

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