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30 1. Lytton, R. L., J. Uzan, E. G. Fernando, R. Roque, D. Hiltunen, and S. Stoffels, âDevelopment and Validation of Performance Prediction Models and Specifications for Asphalt Binders and Paving Mixtures,â Report SHRP-A-357, Washington D.C.: Strategic Highway Research Program, National Research Coun- cil, 1993. 2. Buttlar, W. G., and R. Roque, âDevelopment and Evaluation of the Strategic Highway Research Program Measurement and Analysis System for Indirect Tensile Testing at Low Tem- perature,â Transportation Research Record No. 1454: Asphalt Concrete Mixture Design and Performance, Washington, D.C.: National Academy Press, 1994, pp. 163â171. 3. Anderson, R. M., and R. B. McGennis, âRuggedness Evalua- tion of AASHTO TP7 and TP9, Phase I: Simple Shear Test at Constant Height (TP7) Indirect Tensile Strength Test (TP9),â Report FHWA HIPT (Task J), The Federal Highway Adminis- tration, Washington, D.C., November 1998, 41 pp. 4. Christensen, D. W., T. K. Pellinen, and R. F. Bonaquist, âHirsch Model for Estimating the Modulus of Asphalt Concrete,â Jour- nal of the Association of Asphalt Paving Technologists, Volume 72, 2003, pp. 97â121. 5. Witczak, M. W., R. Roque, D. R. Hiltunen, and W. G. Buttlar, âModification and Re-Calibration of Superpave Thermal Crack- ing Model,â NCHRP 9-19 Project Report, Arizona State Uni- versity Department of Civil and Environmental Engineering, Tempe, Arizona, December 2000. 6. Bonaquist, R. F., D. W. Christensen, W. Stump, NCHRP Report 513: Simple Performance Tester for Superpave Mix Design: First Article Development and Evaluation, Transportation Research Board of the National Academies, Washington, D.C., 2003, 54 pp. 7. Janoo, V., T. Pellinen, D. Christensen, and H. Von Quintus, âEvaluation of the Low-Temperature Cracking Model in Super- pave,â Draft Report to the Federal Highway Administration, Contract DTFH61-95-C-00100, undated (ca. 1997). 8. Kwanda, F. D., and S. Stoffels, âDetermination of the Coef- ficient of Thermal Contraction of Asphalt Concrete Using the Resistance Strain Gage Technique,â Journal of the Associa- tion of Asphalt Paving Technologists, Vol. 65, 1996, pp. 73â92. 9. Mehta, Y., S. Stoffels, and D. W. Christensen, âDetermina- tion of Coefficient of Thermal Contraction of Asphalt Con- crete Using Indirect Tensile Test Hardware,â Journal of the Association of Asphalt Paving Technologists, Vol. 68, 1999, pp. 349â367. 10. Christensen, D. W., âAnalysis of Creep Data for Indirect Ten- sion Test on Asphalt Concrete,â Journal of the Association of Asphalt Paving Technologists, Vol. 67, 1998, pp. 458â492. 11. Mehta, Y. A., and D. W. Christensen, âDetermination of the Lin- ear Viscoelastic Limits of Asphalt Concrete at Low and Inter- mediate Temperatures,â Journal of the Association of Asphalt Paving Technologists, Vol. 69, 2000, pp. 281â312. 12. Weissman, S. L., J. L. Sackman, J. Harvey, and F. Long, âSelec- tion of Laboratory Test Specimen Dimension for Permanent Deformation of Asphalt Concrete Pavements,â submitted for presentation at 1999 TRB Annual Meeting. 13. Pellinen, T. K., Investigation of the Use of Dynamic Modulus as an Indicator of Hot-Mix Asphalt Performance, A Disserta- tion Presented in Partial Fulfillment of the Requirements for the Degree Doctor of Philosophy, Arizona State University, May 2001. 14. Christensen, D. W., and D. A. Anderson, âInterpretation of Dynamic Mechanical Test Data for Paving Grade Asphalts,â Journal of the Association of Asphalt Paving Technologists, Vol. 61, 1992, pp. 67â98. 15. Tabyebali, A. A., J. A. Deacon, and C. L. Monismith, âDevel- opment and Evaluation of Surrogate Fatigue Models for SHRP A-003A Abridged Mix Design Procedure,â Journal of the Association of Asphalt Paving Technologists, Vol. 64, 1995, pp. 340â364. 16. Huang, Y. H., Pavement Analysis and Design, Englewood Cliffs, N.J.: Prentice-Hall, Inc., 1993, p. 366. 17. Christensen, R. M., Theory of Viscoelasticity: An Introduction, New York: Academy Press, 1982, 364 pp. 18. Neter, J., Wasserman, W., and Kutner, M. H., Applied Linear Statistical Models, 2nd Ed. Homewood, IL. Richard D. Irwin, Inc., 1985, 1,127 pp. REFERENCES