Volumetric Requirements for Superpave Mix Design (2006)

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

44 1. Kandhal, P. S., K.Y. Foo, and R. B. Mallick. A Critical Review of VMA Requirements in Superpave, NCAT Report No. 98-1, Auburn, AL: NCAT, January 1998. 2. Brown, R., L. Michael, E. Dukatz, J. Scherocman, G. Huber, R. Sines, J. D’Angelo, and C. Williams. Performance of Coarse-Graded Mixes at WesTrack—Premature Rutting, Final Report, FHWA-RD-99-134, June 1998. 3. Choubane, B., G. Page, and J. Musselman. “Investigation of Water Permeability of Coarse-Graded Superpave Pavements,” Journal of the Association of Asphalt Paving Technologists, Vol. 67, 1998, p. 254. 4. The Asphalt Institute. Mix Design Methods for Asphalt Concrete and Other Hot Mix Types: MS-2, 6th edition, 1995. 5. Mulvaney, R. and B. Worel. MnROAD Mainline Rutting Forensic Investigation, St. Paul, MN: Minnesota DOT, October 2002. 6. Brown, E. R., B. Prowell, A. Cooley, J. Zhang, and R. B. Powell.“Eval- uation of Rutting Performance on the 2000 NCAT Test Track,” Jour- nal of the Association of Asphalt Paving Technologists, Vol. 73, 2004, pp. 287–325. 7. Fonsecca, O. and M. Witczak. “A Prediction Methodology for the Dynamic Modulus of In-Place Aged Asphalt Mixtures,” Journal of the Association of Asphalt Paving Technologists, Vol. 65, 1996, p. 532. 8. Brown, E. R. and S. A. Cross. “A National Study of Rutting in Hot Mix Asphalt (HMA) Pavements,” Journal of the Association of Asphalt Paving Technologists, Vol. 61, 1992, pp. 535–573. 9. Christensen, D. W., T. Pellinen, and R. F. Bonaquist. “Hirsch Model for Estimating the Modulus of Asphalt Concrete,” Journal of the Association of Asphalt Paving Technologists, Vol. 72, 2003, pp. 97–121. 10. Bonnaure, F., G. Gest, G. Gravois, and P. Uge. “A New Method of Predicting the Stiffness of Asphalt Paving Mixtures,” Proceedings, the Association of Asphalt Paving Technologists, Vol. 46, 1977, p. 64. 11. Leahy, R. B. and M. W. Witczak. “The Influence of Test Conditions and Asphalt Concrete Mix Parameters on Permanent Deformation Coefficients Alpha and Mu,” Journal of the Association of Asphalt Paving Technologists, Vol. 60, 1991, pp. 333–359. 12. Kaloush, K. E. and M. W. Witczak. Development of a Permanent to Elastic Strain Ratio Model for Asphalt Mixtures, NCHRP 1-37A Interteam Technical Report, College Park, MD: University of Mary- land, March 1999. 13. Bonnaure, F. P., A. H. J. J. Huibers, and A. Boonders. “A Laboratory Investigation of the Influence of Rest Periods on the Fatigue Char- acteristics of Bituminous Mixes,” Proceedings of the Association of Asphalt Paving Technologists, Vol. 51, 1980. 14. Shook, J. F., F. N. Finn, M. W. Witczak, and C. L. Monismith.“Thick- ness Design of Asphalt Pavements—The Asphalt Institute Method,” Proceedings, Fifth International Conference on the Structural Design of Asphalt Pavements, Vol. 1, The University of Michigan and The Delft University of Technology, August 1982. 15. SHRP Report SHRP-A-404: Fatigue Response of Asphalt-Aggregate Mixes, Transportation Research Board, National Research Council, Washington, DC, 1994. 16. Christensen, D. W. and R. F. Bonaquist. “Practical Application of Continuum Damage Theory to Fatigue Phenomena in Asphalt Concrete Mixtures,” submitted to Journal of the Association of Asphalt Paving Technologists, August 2004. 17. Campen, W. H., J. R. Smith, L. G. Erickson, and L. R. Mertz. “The Relationship Between Voids, Surface Area, Film Thickness and Sta- bility in Bituminous Paving Mixtures,” Proceedings of the Associa- tion of Asphalt Paving Technologists, Vol. 28, 1959. 18. McLeod, N. W. “Voids Requirements for Dense-Graded Bitumi- nous Paving Mixtures,” in ASTM STP-252, ASTM, 1959. 19. Goode, J. F. and L. A. Lufsey. “Voids, Permeability, Film Thickness vs. Asphalt Hardening,” Proceedings of the Association of Asphalt Paving Technologists, Vol. 34, 1965. 20. Stephens, J. E. and W. Santosa. Aging of Bituminous Concrete, Final Report to the Connecticut DOT, Report No. JHR 92-211, July 1992. 21. Kandhal, P. S. and S. Chakraborty.“Effect of Asphalt Film Thickness on Short- and Long-Term Aging of Asphalt Paving Mixtures,”Trans- portation Research Record 1535, Transportation Research Board, National Research Council, Washington, DC, 1996; pp. 83–90. 22. Mirza, M. W. and M. W. Witczak. “Development of a Global Aging System for Short- and Long-Term Aging of Asphalt Cements,” Jour- nal of the Association of Asphalt Paving Technologists, Vol. 64, 1995, pp. 393–424. 23. Seeds, S. B, R. G. Hicks, G. E. Elkins, H. Zhou and T. V. Scholz. NCHRP Research Results Digest 269: Significance of “As- Constructed” HMA Air Voids to Pavement Performance from an Analysis of LTPP Data, Transportation Research Board, National Research Council, Washington, DC, 2002. 24. Linden, R. N., J. P. Mahoney, and N. C. Jackson. “Effect of Com- paction on Asphalt Concrete Performance,” Transportation Research Record 1217, Transportation Research Board, National Research Council, Washington, DC, 1988; pp. 20–28. 25. Finn, F. N., and J. A. Epps. Compaction of Hot Mix Asphalt Concrete, Research Report 214-21, College Station, TX: Texas Transportation Institute, Texas A&M University, 1980. References

26. Epps, J. A., and C. L. Monismith. Fatigue of Asphalt Concrete Mixtures—Summary of Existing Information, ASTM Special Tech- nical Publication 508, Philadelphia, PA: ASTM, 1971. 27. Puangchit, P., R. G. Hicks, J. E. Wilson, and C. A. Bell. Impact of Vari- ation in Material Properties on Asphalt Pavement Life, FHWA-OR- 82-3, Oregon DOT, 1982. 28. Winterkorn, H. F., and H. Y. Fang. “Soil Technology and Engineer- ing Properties of Soils,” in Foundation Engineering Handbook, H. F. Winterkorn and H.Y. Fang, Eds., New York: Van Nostrand Reinhold Co., 1975. 29. Brown, E. R., M. S. Buchanan, M. A. Anderson, and G. Huber. “Evaluation of the Superpave Gyratory Compaction Procedure”on CRP-CD-1: Bituminous Materials Research Series, Transportation Research Board, National Research Council, Washington, DC, 1998. 30. Haddock, J., T. D. White, C. Pan, A. Feng, and K. Galal. Validation of SHRP Asphalt Mixture Specifications Using Accelerated Testing, Interim Report for National Pooled Fund Study No. 176, available from FHWA, December 1999. 31. Stuart, K. D., W. W. Mogawar, and P. Romero. “Evaluation of the Superpave Asphalt Binder Specification for High-Temperature Pavement Performance,” Journal of the Association of Asphalt Paving Technologists, Vol. 69, 2000, pp. 148–173. 32. Christensen, D. W. and R. F. Bonaquist. “NCHRP Project 9-33: A Mix Design Manual for Hot Mix Asphalt, Quarterly Progress Report, September 2005,” Advanced Asphalt Technologies. 33. Schapery, R. A.“A Theory of Mechanical Behavior of Elastic Media with Growing Damage and Other Changes in Structure,” J. Mech. Phys. Solids, Vol. 38, 1990, pp. 215–253. 34. Kim, Y. R. and D. N. Little.“One-Dimensional Constitutive Model- ing of Asphalt Concrete,” ASCE Journal of Engineering Mechanics, Vol. 116, No. 4, 1990, pp. 751–772. 35. Little, D. N., R. L. Lytton, D. Williams, C. W. Chen, and Y. R. Kim. Fundamental Properties of Asphalts and Modified Asphalts—Task K: Microdamage Healing in Asphalt and Asphalt Concrete, FHWA Final Report, Vol. 1, Report No. DTFH61-92-C-00170, Springfield, VA: National Technical Information Service, 1997. 36. Kim, Y. R., Dallas N. Little, and Robert R. Lytton. “Use of Dynamic Mechanical Analysis (DMA) to Evaluate the Fatigue and Healing Potential of Asphalt Binders in Sand Asphalt Mixtures,” Journal of the Association of Asphalt Paving Technologists, Vol. 71, 2002, pp. 176–199. 37. Daniel, J. S. and Y. Richard Kim. “Development of a Simplified Fatigue Test and Analysis Procedure Using a Viscoelastic, Contin- uum Damage Model,” Journal of the Association of Asphalt Paving Technologists, Vol. 71, 2002, pp. 619–645. 38. Christensen, D. W. and D. A. Anderson.“Interpretation of Dynamic Mechanical Test Data for Paving Grade Asphalt Cements.” Journal of the Association of Asphalt Paving Technologists, Vol. 61, 1992. 39. Marasteanu, M. and D.Anderson.“Time-Temperature Dependency of Asphalt Binders—An Improved Model,” Journal of the Association of Asphalt Paving Technologists, Vol. 65, 1996, pp. 408–438. 40. Petersen, J. C., R. E. Robertson, J. F. Branthaver, P. M. Harnsbarger, J. J. Duvall, S. S. Kim, D. A. Anderson, D. W. Christensen, and H. U. Bahia. SHRP Report SHRP-A-367: Binder Characterization and Evaluation: Volume I, Transportation Research Board, National Research Council, Washington, DC, 1994. 41. Huang, Y. H. Pavement Analysis and Design, Englewood Cliffs, N.J.: Prentice-Hall, Inc., 1993. 42. The Asphalt Institute. Mix Design Methods for Asphalt Concrete and Other Hot-Mix Types, Manual Series No. 2 (MS-2), 6th edition, 1997. 43. The Asphalt Institute. Superpave Mix Design, Superpave Series No. 2 (SP-2), 3rd edition, 2001. 44. Campen, W. H., J. R. Smith, L. G. Erickson, and L. R. Mertz. “The Control of Voids in Aggregates for Bituminous Paving Mixtures,” Proceedings of the Association of Asphalt Paving Technologists, Vol. 26, 1957. 45. Campen, W. H., J. R. Smith, L. G. Erickson, and L. R. Mertz. “The Relationship Between Voids, Surface Area, Film Thickness, and Sta- bility in Bituminous Paving Mixtures,” Proceedings of the Associa- tion of Asphalt Paving Technologists, Vol. 28, 1959. 46. Goode, J. F. and L. A. Lufsey. “Voids, Permeability, Film Thickness vs. Asphalt Hardening,” Proceedings of the Association of Asphalt Paving Technologists, Vol. 34, 1965. 47. Kumar, A. and W. H. Goetz.“Asphalt Hardening as Affected by Film Thickness, Voids and Permeability in Asphaltic Mixtures,” Proceed- ings of the Association of Asphalt Paving Technologists, Vol. 46, 1977, p. 571. 48. Kandhal, P. S. and S. Chakraborty. “Effect of Asphalt Film Thick- ness on Short- and Long-Term Aging of Asphalt Paving Mixtures,” Transportation Research Record 1535, Transportation Research Board, National Research Council, Washington, DC, 1996; pp. 83–90. 49. Brown, E.R. and L.A. Cooley, Jr. NCHRP Report 425: Designing Stone Matrix Asphalt Mixtures for Rut Resistant Pavements, Trans- portation Research Board, National Research Council, Washington, DC, 1999. 50. Christensen, D. W. and R. F. Bonaquist.“NCHRP Project 1-42: Top- Down Fatigue Cracking of Hot Mix Asphalt Layers, Phase I; Interim Report,” May 2005. 51. Myers, L. A., R. Roque, and B. E. Ruth. “Mechanisms of Surface- Initiated longitudinal Wheel Path Cracks in High-Type Bituminous Pavements,” Journal of the Association of Asphalt Paving Technolo- gists, Vol. 67, 1998, pp. 401–428. 52. Svasdisant, T., M. Schorsch, G.Y. Baladi, and S. Pinyosunun.“Mech- anistic Analysis of Top-Down Cracks in Asphalt Pavements,” Trans- portation Research Record 1809, Transportation Research Board, National Research Council, Washington, DC, 2002; pp. 126–136. 53. Kanitpong, K., C. H. Benson, and H. U. Bahia. “Hydraulic Con- ductivity (Permeability) of Laboratory-Compacted Asphalt Mix- tures,” Transportation Research Record 1761, Transportation Research Board, National Research Council, Washington, DC, 2001; pp. 25–32. 54. Al-Omari, A., L. Tashman, E. Masad, A. Cooley, and T. Harman. “Proposed Methodology for Predicting HMA Permeability,” Jour- nal of the Association of Asphalt Paving Technologists, Vol. 71, 2002, pp. 30–55. 45