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Development of an Empirical-Mechanistic Model of Overlay Crack Progression using Data from the Washington State PMS Database

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  • Nakat, Z.
  • Madanat, S.
  • Farshidi, F.
  • Harvey, J.

Abstract

This is the second of two reports that present fatigue cracking performance models for asphalt concrete overlays placed on existing asphalt concrete pavement. The models were developed from the pavement management system (PMS) database of the Washington State Department of Transportation (WSDOT). The database included existing pavement structure, overlay thickness and type, truck traffic, and observed percent of the wheelpath cracked from annual condition surveys. Climate data was developed by the UCPRC to augment the WSDOT data. This report presents a model for crack propagation, starting from crack initiation, which was defined as 5 percent of the wheelpath with longitudinal cracking. The combined initiation and propagation models were included in a spreadsheet calculator which was used to perform an analysis of the sensitivity of crack initiation and propagation to the input variables. The models are extremely useful for predicting pavement performance. For use in California they will need recalibration of the coefficients to reflect differences in WSDOT and California practice, primarily the use of thicker overlays in California, placement of overlays at much more advanced states of cracking in the existing pavement, and possible differences in routine maintenance activities.

Suggested Citation

  • Nakat, Z. & Madanat, S. & Farshidi, F. & Harvey, J., 2006. "Development of an Empirical-Mechanistic Model of Overlay Crack Progression using Data from the Washington State PMS Database," Institute of Transportation Studies, Working Paper Series qt0488k9kz, Institute of Transportation Studies, UC Davis.
    • Handle: RePEc:cdl:itsdav:qt0488k9kz
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    References listed on IDEAS

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    1. Kamal Golabi & Ram B. Kulkarni & George B. Way, 1982. "A Statewide Pavement Management System," Interfaces, INFORMS, vol. 12(6), pages 5-21, December.
    2. Prozzi, J A & Madanat, S M, 2004. "Development of Pavement Performance Models by Combining Experimental and Field Data," University of California Transportation Center, Working Papers qt6cf8v5cw, University of California Transportation Center.
    3. Kamal Golabi & Richard Shepard, 1997. "Pontis: A System for Maintenance Optimization and Improvement of US Bridge Networks," Interfaces, INFORMS, vol. 27(1), pages 71-88, February.
    4. Madanat, S M & Nakat, Ziad El & Sathaye, Nakul, 2005. "Development of Empirical-Mechanistic Pavement Performance Models using Data from the Washington State PMS Database," Institute of Transportation Studies, Working Paper Series qt1v67j54c, Institute of Transportation Studies, UC Davis.
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    Cited by:

    1. Farshidi, Frank & Harvey, John T., 2008. "Development of Thin HMA Overlay Crack Initiation and Progression Probabilistic Models," Institute of Transportation Studies, Working Paper Series qt2x273750, Institute of Transportation Studies, UC Davis.

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