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30 REFERENCES 1. Lytton, R. L., J. Uzan, E. G. Fernando, R. Roque, D. Hiltunen, tion of Asphalt Paving Technologists, Vol. 65, 1996, pp. and S. Stoffels, "Development and Validation of Performance 7392. Prediction Models and Specifications for Asphalt Binders and 9. Mehta, Y., S. Stoffels, and D. W. Christensen, "Determina- Paving Mixtures," Report SHRP-A-357, Washington D.C.: tion of Coefficient of Thermal Contraction of Asphalt Con- Strategic Highway Research Program, National Research Coun- crete Using Indirect Tensile Test Hardware," Journal of the cil, 1993. Association of Asphalt Paving Technologists, Vol. 68, 1999, 2. Buttlar, W. G., and R. Roque, "Development and Evaluation pp. 349367. of the Strategic Highway Research Program Measurement 10. Christensen, D. W., "Analysis of Creep Data for Indirect Ten- and Analysis System for Indirect Tensile Testing at Low Tem- sion Test on Asphalt Concrete," Journal of the Association of perature," Transportation Research Record No. 1454: Asphalt Asphalt Paving Technologists, Vol. 67, 1998, pp. 458492. Concrete Mixture Design and Performance, Washington, D.C.: 11. Mehta, Y. A., and D. W. Christensen, "Determination of the Lin- National Academy Press, 1994, pp. 163171. ear Viscoelastic Limits of Asphalt Concrete at Low and Inter- 3. Anderson, R. M., and R. B. McGennis, "Ruggedness Evalua- mediate Temperatures," Journal of the Association of Asphalt tion of AASHTO TP7 and TP9, Phase I: Simple Shear Test at Paving Technologists, Vol. 69, 2000, pp. 281312. Constant Height (TP7) Indirect Tensile Strength Test (TP9)," 12. Weissman, S. L., J. L. Sackman, J. Harvey, and F. Long, "Selec- tion of Laboratory Test Specimen Dimension for Permanent Report FHWA HIPT (Task J), The Federal Highway Adminis- Deformation of Asphalt Concrete Pavements," submitted for tration, Washington, D.C., November 1998, 41 pp. presentation at 1999 TRB Annual Meeting. 4. Christensen, D. W., T. K. Pellinen, and R. F. Bonaquist, "Hirsch 13. Pellinen, T. K., Investigation of the Use of Dynamic Modulus Model for Estimating the Modulus of Asphalt Concrete," Jour- as an Indicator of Hot-Mix Asphalt Performance, A Disserta- nal of the Association of Asphalt Paving Technologists, Volume tion Presented in Partial Fulfillment of the Requirements for 72, 2003, pp. 97121. the Degree Doctor of Philosophy, Arizona State University, 5. Witczak, M. W., R. Roque, D. R. Hiltunen, and W. G. Buttlar, May 2001. "Modification and Re-Calibration of Superpave Thermal Crack- 14. Christensen, D. W., and D. A. Anderson, "Interpretation of ing Model," NCHRP 9-19 Project Report, Arizona State Uni- Dynamic Mechanical Test Data for Paving Grade Asphalts," versity Department of Civil and Environmental Engineering, Journal of the Association of Asphalt Paving Technologists, Tempe, Arizona, December 2000. Vol. 61, 1992, pp. 6798. 6. Bonaquist, R. F., D. W. Christensen, W. Stump, NCHRP Report 15. Tabyebali, A. A., J. A. Deacon, and C. L. Monismith, "Devel- 513: Simple Performance Tester for Superpave Mix Design: opment and Evaluation of Surrogate Fatigue Models for SHRP First Article Development and Evaluation, Transportation A-003A Abridged Mix Design Procedure," Journal of the Research Board of the National Academies, Washington, D.C., Association of Asphalt Paving Technologists, Vol. 64, 1995, 2003, 54 pp. pp. 340364. 7. Janoo, V., T. Pellinen, D. Christensen, and H. Von Quintus, 16. Huang, Y. H., Pavement Analysis and Design, Englewood "Evaluation of the Low-Temperature Cracking Model in Super- Cliffs, N.J.: Prentice-Hall, Inc., 1993, p. 366. pave," Draft Report to the Federal Highway Administration, 17. Christensen, R. M., Theory of Viscoelasticity: An Introduction, Contract DTFH61-95-C-00100, undated (ca. 1997). New York: Academy Press, 1982, 364 pp. 8. Kwanda, F. D., and S. Stoffels, "Determination of the Coef- 18. Neter, J., Wasserman, W., and Kutner, M. H., Applied Linear ficient of Thermal Contraction of Asphalt Concrete Using the Statistical Models, 2nd Ed. Homewood, IL. Richard D. Irwin, Resistance Strain Gage Technique," Journal of the Associa- Inc., 1985, 1,127 pp.