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This report is an archived publication and may contain dated technical, contact, and link information
Publication Number: FHWA-HRT-06-121
Date: November 2006

Long-Term Pavement Performance (LTPP) Data Analysis Support: National Pooled Fund Study Tpf-5(013)

References

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  31. Zhang,W. and R.A. Macdonald 2002. “The Effects of Freeze-Thaw Periods on a Test Pavement in the Danish Road Testing Machine.” Ninth International Conference on Asphalt Pavements. International Society for Asphalt Pavements. St. Paul, MN.
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  36. Berg, R.L. 1997. “Calculating Maximum Frost Depths at Mn/ROAD Winters 1993–94, 1994–95, 1995–96.” pp. 1–54. Minnesota Department of Transportation, St. Paul, MN
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  39. Hesham, A.A. and S.D. Tayabji. September 1999. “Determination of Frost Penetration in LTPP Sections, Final Report.” Report No. FHWA-RD-99-088. Federal Highway Administration. Washington, DC.
  40. Archilla, A.R. and S. Madanat. July/August 2000. “Development of a Pavement Rutting Model from Experimental Data.” Journal of Transportation Engineering, Vol. 126, No. 4. pp. 291–299.
  41. Prozzi, J.A. and S.M. Madanat. 2000. “Analysis of experimental pavement failure data using duration models.” Transportation Research Record 1699. pp. 87–94. Transportation Research Board. Washington, DC.
  42. Janoo, V.C. and L. Barna. 2002. “Pavement Performance During Thaw Weakening.” Ninth International Conference on Asphalt Pavements. pp. 1–17.International Society for Asphalt Pavements. St. Paul, MN.
  43. Boutonnet,M., P. Lerat, D. Saint-Laurent, and Y. Savard. 2003. “Thermal Aspect of Frost-Thaw Pavement Dimensioning: In Situ Measurement and Numerical Modeling.” Paper No. 03-2657, pp. 1–23. 82nd Annual Meeting. Transportation Research Board. Washington, DC.
  44. Gharaibeh, N.G. and M.I. Darter. 2003. “Probabilistic Analysis of Highway Pavement Life for Illinois.” Paper No. 03-4294, pp. 1–27. 82nd Annual Meeting. Transportation Research Board. Washington, DC.
  45. Mladenovic, G., Y. Jiang, and M. Darter. 2003. “Effects of Environmental Factors on Pavement Performance—Initial Evaluation of the LTPP SPS-8 Experiment.” Paper No. 03-3920, pp. 1–22. 82nd Annual Meeting. Transportation Research Board. Washington, DC.
  46. Chatti, K., et al., June 2005. “LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements.” NCHRP-TRB.

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The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT).
The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT). Provide leadership and technology for the delivery of long life pavements that meet our customers needs and are safe, cost effective, and can be effectively maintained. Federal Highway Administration's (FHWA) R&T Web site portal, which provides access to or information about the Agency’s R&T program, projects, partnerships, publications, and results.
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