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Acknowledgment
This material is based on work supported by the North Carolina Department of
Transportation under Project No. HWY-2003-09. The authors gratefully acknowledge
this support.
References
ASTM D6752-03, 2003, Standard Test Method for Bulk Specific Gravity and Density of
Compacted Bituminous Mixtures Using Automatic Vacuum Sealing Method. American
Society for Testing and Materials.
Barksdale, R. D., J. Alba, N. P. Khosla, Y. R. Kim, P. C. Lambe, and M. S. Rahman, 1997,
Laboratory Determination of Resilient Modulus for Flexible Pavement Design. Final Report,
National Cooperative Highway Research Program 1-28 Project, National Research
Council, Washington, D.C.
Hondros, G, 1959, Evaluation of Poisson’s Ratio and the Modulus of Materials of a Low
Tensile Resistance by the Brazilian (Indirect Tensile) Test with Particular Reference
to Concrete. Australian Journal of Applied Science, Vol. 10, No. 3, pp. 243–268.
Kim, Y. R., J. Daniel, and H. Wen, 2000, Fatigue Performance Evaluation of WesTrack and
Arizona SPS-9 Asphalt Mixtures Using Viscoelastic Continuum Damage Approach.
Final report to Federal Highway Administration/North Carolina Department of
Transportation.
Kim, Y. R., Y. Seo, M. King, and M. Momen, 2004, Dynamic Modulus Testing of Asphalt
Concrete in Indirect Tension Mode. Journal of Transportation Research Board, No. 1891,
National Research Council, Washington, D.C., pp. 163–173.
Kim, Y. R., M. Momen, and M. King, 2005, Typical Dynamic Moduli for North Carolina Asphalt
Concrete Mixtures. Final report to the North Carolina Department of Transportation,
Report No. FHWA/NC/2005-03.
NCHRP 1-37A Research Team, 2004, Guide for Mechanistic-Empirical Design of New and
Rehabilitated Pavement Structures, Final Report. NCHRP 1-37A, ARA, Inc. and ERES
Consultants Division.
Roque, R., and W. G. Buttlar, 1992, The Development of a Measurement and Analysis
System to Accurately Determine Asphalt Concrete Properties Using the Indirect
Tensile Mode. Proceedings, The Association of Asphalt Paving Technologist, pp. 304–333.

