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93 1. Epps, J. A. and C. L. Monismith. âFatigue of Asphalt Concrete Mixtures-Summary of Existing Information.â ASTM STP 508: Fatigue of Compacted Bituminous Aggregate Mixtures. American So- ciety for Testing and Materials, Coshocken, PA, 1972, pp. 19â45. 2. Tangella, S. C. S. R., J. Craus, J. A. Deacon, and C. L. Monismith. âSummary Report on Fatigue Response of Asphalt Mixtures.â TM-UCB-A-003A-89-3, Strategic Highway Research Program, Project A-003-A, University of California, Berkley, CA, 1990. 3. Tayebali, A. A., J. A. Deacon, J. S. Coplantz, J. T. Harvey, and C. L. Monismith. âFatigue Response of Asphalt-Aggregate Mixes: Part I Test Method Selection.â SHRP A-404 Strategic Highway Research Program, National Research Council, Washington, DC, 1994. 4. Callister, W. D. Jr. Materials Science and Engineering: An Introduction. John Wiley & Sons, New York, 1985. 5. Barret, C. R., W. D. Nix, and A. S. Tetelman. The Principles of Engi- neering Materials. Prentice Hall, Englewood Cliffs, NJ, 1973. 6. Baladi, G. Y. and M. B. Snyder. âHighway Pavements.â Pavement Design, Publication No. FHWA HI-90-027, Vol. II, Part III, National Highway Institute, Washington, DC, 1992. 7. Huang, Y. H. Pavement Analysis and Design. Prentice Hall, Upper Saddle River, NJ, 1993. 8. Monismith, C. L. and D. B. McLean. âStructural Design Consid- erations.â In Proceedings of the Association of Asphalt Paving Tech- nologists, Vol. 41, 1972. 9. Maupin, G. W. Jr. and J. R. Freeman Jr. âSimple Procedure for Fatigue Characterization of Bituminous Concrete.â Final Report No. FHWA-RD-76-102, Federal Highway Administration, Wash- ington, DC, 1976. 10. Nunn, M. âLong-life Flexible Roads.â In Proceedings of the 8th Inter- national Conference on Asphalt Pavements, Vol. 1, University of Washington, Seattle, WA, August 1997, pp. 3â16. 11. Nishizawa, T., S. Shimeno, and M. Sekiguchi. âFatigue Analysis of Asphalt Pavements with Thick Asphalt Mixture Layer.â In Proceedings of the 8th International Conference on Asphalt Pave- ments, Vol. 2, University of Washington, Seattle, WA, August 1997, pp. 969â976. 12. Wu, Z., Z. Q. Siddique, and A. J. Gisi. âKansas TurnpikeâAn Example of Long Lasting Asphalt Pavement.â Proceedings Inter- national Symposium on Design and Construction of Long Lasting Asphalt Pavements, National Center for Asphalt Technology, Auburn, AL, 2004, pp. 857â876. 13. Mahoney, J. P. âStudy of Long-Lasting Pavements in Washington State.â In Transportation Research Circular 503: Perpetual Bitumi- nous Pavements, Transportation Research Board, Washington, DC, 2001, pp. 88â95. 14. Newcomb, D. APA 101: Perpetual Pavements: A Synthesis. Asphalt Pavement Alliance, Lanham, MD, 2002. 15. Harvey, J. T. and B. W. Tsai. âEffects of Asphalt Content and Air Void Content on Mix Fatigue and Stiffness.â In Transportation Research Record No. 1543, Transportation Research Board, Washington, DC, 1996, pp. 38â45. 16. Monismith, C. L. âSome Applications of Theory in the Design of Asphalt Pavements.â Fifth Annual Nevada Streets and Highway Conference, University of Nevada, 1970. 17. Goodrich, J. L. âAsphalt and Polymer Modified Asphalt Properties Related to the Performance of Asphalt Concrete Mixes.â In Proceed- ings of Association of Asphalt Paving Technologists Technical Sessions, Vol. 57, Williamsburg, VA, 1988, pp. 116â175. 18. Tayebali, A. A., J. A. Deacon, J. S. Coplantz, F. N. Finn. and C. L. Monismith. âFatigue Response of Asphalt-Aggregate Mixes: Part II Extended Test Program.â SHRP A-404 Strategic Highway Research Program, National Research Council, Washington, D.C. 1994. 19. Bahia, H. U., D. I. Hanson, M. Zeng, H. Zhai, M. A. Khatri, and R. M. Anderson. âCharacterization of Modified Asphalt Binders in Superpave Mix Design.â NCHRP Report 459, Transportation Research Board, National Research Council, Washington, DC, 2001, p. 95. 20. Monismith, C. L., F. Long, and J. T. Harvey. âCaliforniaâs Interstate- 710 Rehabilitation: Mix and Structural Section Designs, Construc- tion Specifications.â Journal of the Association of Asphalt Paving Technologists, Vol. 70, Clearwater Beach, FL, 2001, pp. 762â799. 21. Lee, H. J., J. Y. Choi, Y. Zhao, and Y. R. Kim. âLaboratory Evaluation of the Effects of Aggregate Gradation and Binder Type on Perfor- mance of Asphalt Mixtures.â In Proceedings of the Ninth International Conference on Asphalt Pavements, Copenhagen, Denmark. 2002. 22. Asphalt Pavement Alliance. âDetermination of Threshold Strain Level for the Fatigue Endurance Limit in Asphalt Mixtures: Phase I.â Asphalt Pavement Alliance, 2003. 23. Von Quintus, H. âQuantifications of the Effects of Polymer-Modified Asphalt for Reducing Pavement Distress.â ER-215, Asphalt Institute, Lexington, KY 2004. 24. Harvey, J., C. Monismith, R. Hornjeff, M. Berjarano, B. W. Tsai, and V. Kannekanti. âLong-Life AC Pavements: A Discussion of Design and Construction Experience Based on California Expe- rience.â In Proceedings of International Symposium on Design and Construction of Long Lasting Asphalt Pavements, National Center for Asphalt Technology, Auburn, AL, 2004, pp. 285â333. 25. Harvey, J. T. and B. W. Tsai. âEffects of Asphalt Content and Air Void Content on Mix Fatigue and Stiffness.â In Transportation Research References
Record No. 1543, Transportation Research Board, Washington, DC, 1996, pp. 38â45. 26. Anderson, R. M. and R. Bentsen. âInfluence of Voids in Mineral Aggregate (VMA) on the Mechanical Properties of Coarse and Fine Asphalt Mixtures.â Journal of the Association of Asphalt Paving Technologists, Vol. 70, Clearwater Beach, FL, 2001, pp. 1â37. 27. Maupin, G. W. Jr. âAdditional Asphalt to Increase the Durability of Virginiaâs Superpave Surface Mixes.â VTRC 03-R15, Virginia Trans- portation Research Council, Charlottesville, VA, 2003. 28. Corte, J. F. âDevelopment and Uses of Hard-Grade Asphalt and of High-Modulus Asphalt Mixtures in France.â In Transportation Research Circular 503: Perpetual Bituminous Pavements, Transporta- tion Research Board, Washington, DC, 2001, pp. 12â31. 29. Ferne, B. W. and M. Nunn. âThe European Approach to Long Lasting Asphalt PavementsâA State of the Art Review by ELLPAG.â Proceedings International Symposium on Design and Construction of Long Lasting Asphalt Pavements, National Center for Asphalt Tech- nology, Auburn, AL, 2004, pp. 87â101. 30. Tayebali, A. A., J. A. Deacon, J. S. Coplantz, and C. L. Monismith. âModeling Fatigue Response of Asphalt-Aggregate Mixtures.â Jour- nal of Association of Asphalt Paving Technologists, Vol. 62, Austin, TX, 1993, pp. 385â421. 31. Lee, H. J., J. Y. Choi, Y. Zhao, and Y. R. Kim. âLaboratory Evaluation of the Effects of Aggregate Gradation and Binder Type on Perfor- mance of Asphalt Mixtures.â In Proceedings of the Ninth International Conference on Asphalt Pavements, Copenhagen, Denmark, 2002. 32. Daniel, J. S. and Y. R. Kim, âDevelopment of a Simplified Fatigue Test and Analysis Procedure Using a Viscoelastic, Continuum Damage Model.â Journal of the Association of Asphalt Paving Tech- nologists, Vol. 71, 2002, pp. 619â645. 33. Chehab, G. R., Y. R. Kim, R. A. Schapery, M. W. Witczak, and R. Bonaquist. âTime-Temperature Superposition Principle for Asphalt Concrete Mixtures with Growing Damage in Tension State.â Journal of Association of Asphalt Paving Technologists, Vol. 71, 2002, pp. 559â593. 34. Ghuzlan, K. and S. Carpenter. âEnergy-Derived, Damage-Based Failure Criterion for Fatigue Testing.â In Transportation Research Record No. 1723, Transportation Research Board, Washington, DC, 2000, pp. 141â149. 35. Rowe, G. M. âPerformance of Asphalt Mixtures in the Trapezoidal Fatigue Test.â Journal of the Association of Asphalt Paving Technol- ogists, Vol. 62, Austin, TX, 1993, pp. 344â384. 36. Carpenter, S. H., K. A. Ghuzlan, and S. Shen. âA Fatigue Endurance Limit for Highway and Airport Pavements.â In Transportation Research Record No. 1832, Transportation Research Board, Wash- ington, DC, 2003, pp. 131â138. 37. Thompson, M. R. and S. H. Carpenter. âDesign Principles for Long Lasting HMA Pavements.â In Proceedings of International Symposium on Design and Construction of Long Lasting Asphalt Pavements. National Center for Asphalt Technology, Auburn, AL, 2004, pp. 365â384. 38. Peterson, R. L. and P. Turner. âDetermination of Threshold Strain Level for Infinite Fatigue Life in Asphalt Mixtures.â Interim Report for Asphalt Pavement Alliance, Asphalt Institute, Lexington, KY, 2002. 39. Peterson, R. L., P. Turner, M. Anderson, and M. Buncher. âDeter- mination of Threshold Strain Level for Fatigue Endurance Limit in Asphalt Mixtures.â In Proceedings of International Symposium on Design and Construction of Long Lasting Asphalt Pavements, National Center for Asphalt Technology, Auburn, AL, 2004, pp. 385â410. 40. Shen, S. and S. H. Carpenter. âApplication of Dissipated Energy Con- cept in Fatigue Endurance Limit Testing.â In Transportation Research Record No. 1929, Transportation Research Board, Washington, DC, 2005, pp. 165â173. 41. El-Basyouny, M. M. and M. Witczak. âDevelopment of the Fatigue Cracking Models for the 2002 Design Guide.â Presented at 84th Annual Meeting of The Transportation Research Board, Transporta- tion Research Board, Washington, DC, 2005. 42. American Society for Testing and Materials. âStandard Practice for Statistical Analysis of Linear or Linearized Stress-Life (S-N) and Strain-Life (ε-N) Fatigue Data.â E739-91, In ASTM Standards on Pre- cision and Bias for Various Applications, Conshohocken, PA, 1992. 43. Harvey, J. T., J. A. Deacon, A. A. Tayebali, and R. B. Leahy. âA Reliability-Based Mix Design and Analysis System for Mitigating Fatigues Distress.â In Proceedings of the 8th International Confer- ence on Asphalt Pavements, Vol. 1. University of Washington, Seattle, WA, August 1997, pp. 301â323. 44. Savard, Y., M. Boutonnet, C. Mauduit, and N. Pouliot. âCompar- ison of Pavement Design Methods in France and Quebec.â In Pro- ceedings of International Symposium on Design and Construction of Long Lasting Asphalt Pavements, National Center for Asphalt Technology, Auburn, AL, 2004, pp. 153â198. 45. Deacon, J., J. Coplantz, F. Finn, and C. Monismith. âTemperature Considerations in Asphalt-Aggregate Mixture Analysis and Design.â In Transportation Research Record No. 1454, Transportation Research Board, Washington, DC, 1994, pp. 97â112. 46. Leahy, R. B., R. G. Hicks, C. L. Monismith, and F. N. Finn. âFrame- work for PerformanceâBased Approach to Mix Design and Analy- sis.â In Proceedings of the Association of Asphalt Paving Technologists, Vol. 64, Association of Asphalt Paving Technologists, Minneapolis, MN, 1995, pp. 431â473. 47. Pierce, L. M. and J. P. Mahoney. âAsphalt Concrete Overlay Design Case Studies.â In Transportation Research Record No. 1543, Trans- portation Research Board, Washington, DC, 1996, pp. 3â9. 48. Highway Capacity Manual. Transportation Research Board, National Research Council, Washington, DC, 2000. 49. Timm, D. H. and A. L. Priest. âDynamic Pavement Response Data Collection and Processing at the NCAT Test Track.â NCAT Report 04-03, National Center for Asphalt Technology, Auburn University, Auburn, AL, June 2004. 50. University of Washington Civil Engineering Department. âTrucks and Buses.â http://training.ce.washington.edu/WSDOT/Modules/ 04_design_parameters/trucks_buses.htm Accessed August 18, 2006. 51. Deacon, J. A., A. A. Tayebali, J. S. Coplantz, F. N. Finn, and C. L. Monismith. âFatigue Response of Asphalt-Aggregate Mixes: Part III Mix Design and Analysis.â SHRP A-404, Strategic Highway Research Program, National Research Council, Washington, DC, 1994. 52. American Association of State Highway and Transportation Officials. âStandard Specifications for Transportation Materials and Methods of Sampling and Testing: Part 2B: Tests,â 25th ed., Washington, DC, 2005. 53. Rowe, G. M. and M. G. Bouldin. âImproved Techniques to Evalu- ate the Fatigue Resistance of Asphaltic Mixes.â In 2nd Eurasphalt and Eurobitume Congress Barcelona 2000âProceedings 0081,UK. 54. Personal communication with S. Shen, January 2005. 55. Tsai, B. W., J. T. Harvey, and C. L. Monismith. âHigh Temperature Fatigue and Fatigue Damage Process of Aggregate-Asphalt Mixes.â Journal of the Association of Asphalt Paving Technologists, Vol. 71, 2002, pp. 345â385. 56. Tsai, B.W. âHigh Temperature Fatigue and Fatigue Damage Process of Aggregate-Asphalt Mixes.â Report to California Department of Transportation, Pavement Research Center, Institute of Transporta- tion Studies, University of California, Berkley, CA, 57. Tsai, B. W., J. T. Harvey, and C. L. Monismith. âUsing the Three- Stage Weibull Equation and Tree-Based Model to Characterize the 94
Mix Fatigue Damage Process.â In Transportation Research Record No. 1929, Transportation Research Board, Washington, DC, 2005, pp. 227â237. 58. Tsai, B. W., V. N. Kannekanti, and J. T. Harvey. âApplication of Genetic Algorithm in Asphalt Pavement Design.â In Transporta- tion Research Record No. 1891, Transportation Research Board, Washington, DC, 2004, pp. 112â120. 59. Von Quintus, Harold L., J. A. Scherocman, C. S. Hughes, and T. W. Kennedy. âAsphalt-Aggregate Mixture Analysis System: AAMAS.â NCHRP Report No. 338, National Cooperative Highway Research Program, National Research Council, Washington, DC, March 1991. 60. Kim, Y. R. and H. Wen. âFracture Energy from Indirect Tension Testing.â Journal of the Association of Asphalt Paving Technologists, Vol. 71, Colorado Springs, CO, 2002, pp. 779â793. 61. Christensen, D.W. and R.F. Bonaquist. âPractical Application of Continuum Damage Theory to Fatigue Phenomena in Asphalt Concrete Mixtures.â Journal of the Association of Asphalt Paving Technologists, Vol. 74, 2005, pp. 963â1002. 62. Computer Program DAMA (CP-1/1991 Revision). âPavement Structural Analysis Using Multi-Layered Elastic Theory.â Asphalt Institute, Lexington, KY, 1991. 63. Timm, D. H. Computer Program PerRoad. Version 3.3, Auburn University, February 2008. 64. Applied Research Associates and Arizona State University. âCom- puter Program Mechanistic Empirical Pavement Design Guide Version 1.003.â May 2007. 65. Gharaibeh, N. G. and M. I. Darter. âLongevity of Highway Pave- ments In Illinoisâ2000 Update.â Final Report FHWA-IL-UI-283, Illinois Department of Transportation, Springfield, Illinois, 2002. 66. Gharaibeh, N. G. and M. I. Darter. âProbabilistic Analysis of High- way Pavement Life for Illinois.â In Transportation Research Record No. 1823, Transportation Research Board, Washington, DC, 2003, pp. 111â120. 67. Smith, K. L., N. G. Gharaibeh, M. I. Darter, H. L. Von Quintus, B. Killingsworth, R. Barton, and K. Kobia, âReview of Life Cycle Costing Analysis Proceduresâ (in Ontario), Final Report prepared for the Ministry of Transportation of Ontario, Toronto, Ontario, Canada, 1998. 68. Bradbury, A., T. Kazmierowski, K. L. Smith, and H. L. Von Quin- tus. âLife Cycle Costing of Freeway Pavements in Ontario.â Paper presented at the 79th Annual Meeting of the Transportation Re- search Board, Washington, DC, 2000. 69. Von Quintus, H. L., J. Mallela, and J. Jiang. âExpected Service Life and Performance Characteristics of HMA Pavements in LTPP.â Final Report 5672-2/1, Applied Research Associates, Inc., prepared for the Asphalt Pavement Alliance, June 2004. 70. Fonseca, O. A. and M. W. Witczak. âA Predictive Methodology for the Dynamic Modulus of In-Place Aged Asphalt Mixtures.â Journal of the Association of Asphalt Paving Technologists, Vol. 65, 1996, pp. 532â567. 71. Von Quintus, H. L., J. Mallela, and J. Jiang. âQuantification of the Effects of Polymer-Modified Asphalt for Reducing Pavement Dis- tress.â Final Report No. 5504-2/2, Applied Research Associates, Inc., prepared for the Asphalt Institute, October 2004. 72. Timm, D. H., A. L. Priest, and T. V. McEwen. âDesign and Instru- mentation of the Structural Pavement Experiment at the NCAT Test Track.â NCAT Report 04-01, Auburn, AL, April 2004. 73. Priest, A. L. and D. H. Timm. âMethodology and Calibration of Fatigue Transfer Functions for Mechanistic-Empirical Flexible Pavement Design.â NCAT Report 06-03, Auburn, AL, December 2006. 74. El-Basyouny, M. M. and M. Witczak. âCalibration of Alligator Fatigue Cracking Model for 2002 Design Guide.â In Transporta- tion Research Record No. 1919, Transportation Research Board, National Academies, Washington, DC, 2005, pp. 77â86. 75. Willis, J. R. and D. H. Timm. âForensic Investigation of a Rich- Bottom Pavement.â NCAT Report 06-04, Auburn, AL, December 2006. 76. Priest, A. L. âCalibration of Fatigue Transfer Functions for Mechanistic-Empirical Pavement Design.â Masterâs Thesis. Auburn University, Auburn, AL, 2005. 77. Willis, J. R. âField-Based Strain Thresholds for Flexible Perpetual Pavement Design.â Doctoral Dissertation. Auburn University, Auburn, AL, 2008. 78. Miner, M. A. âEstimation of Fatigue Life with Particular Emphasis on Cumulative Damage.â Metal Fatigue, Sines and Waisman, eds., McGraw Hill, Inc., New York, 1959, pp. 278â89. 79. Taylor, A. J. and D. H. Timm. âMechanistic Characterization of Resilient Moduli for Unbound Pavement Layer Materials.â NCAT Report 09-06, Auburn, AL, 2009. 80. ARA, Inc. Guide for Mechanistic-Empirical Design of New and Re- habilitated Pavement Structures. Final Report, Part 2: Design In- puts, âChapter 1: Subgrade/Foundation Design Inputs,â NCHRP, Transportation Research Board, Washington, DC, 2004. 81. Timm, D. H. and A. L. Priest. âMaterial Properties of the 2003 NCAT Test Track Structural Study.â NCAT Report 06-01, Auburn, AL, 2006. 82. ARA, Inc. âGuide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures.â Final Report, Part 2 Design Inputs, Chapter 2: Subgrade/Foundation Design Inputs, NCHRP, Transportation Research Board, Washington, DC, 2004. 83. ARA, Inc. âGuide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures.â Final Report, Part 1 Intro- duction, Chapter 2: Background, Scope, and Overview. 84. ARA, Inc., âGuide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures.â Final Report, Appendix II-1: Calibration of Fatigue Cracking Models for Flexible Pavements. 85. Newcomb, D. E. âA Guide to PerRoad 2.4 for PerRoad Perpetual Pavement Software.â Asphalt Pavement Alliance, 2004. 86. Yoder, E. J. and M. W. Witczak. Principles of Pavement Design, 2nd Ed., John Wiley & Sons, New York, 1975. 87. Tsai, B. W., D. Jones, J. T. Harvey, and C. L. Monismith. âReflective Cracking Study: First-Level Report on Laboratory Fatigue Testing.â Research Report UCPRC-RR-2006-08, Institute of Transportation Studies, University of California, Davis, 2008. 95