Calibration of Flexible Pavement Performance Equations for Minnesota Road Research Project

Transportation Research Record

Volumn , Issue 1853, 2003, Pages 134-142

  Timm, David H ^a   Newcomb, David E ^b  

^a AUBURN UNIVERSITY   (United States)

^b National Asphalt Pavement Association   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT; CALIBRATION; FATIGUE OF MATERIALS; ITERATIVE METHODS; PROJECT MANAGEMENT; RESEARCH; ROADS AND STREETS; STRAIN; VISCOSITY;

FLEXIBLE PAVEMENTS; PERFORMANCE EQUATIONS;

PAVEMENTS;

EID: 1942504824     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1853-15     Document Type: Conference Paper

References (12)

1. Monismith, C. L., and J. A. Epps. Asphalt Mixture Behavior in Repeated Flexure. In Transportation and Traffic Engineering, University of California, Berkeley, 1969.
2. Cooper, K. E., and P. S. Pell. The Effect of Mix Variables on the Fatigue Strength of Bituminous Materials. LR 663. Transport and Road Research Laboratory, Crowthorne, United Kingdom, 1974.
3. Research and Development of the Asphalt Institute's Thickness Design Manual (MS-1), 9th ed. Research Report 82-2. The Asphalt Institute, College Park, Md., 1982.
4. Rauhut, J. B., R. L. Lytton, and M. I. Darter. Pavement Damage Functions for Cost Allocation: Vol. 2 - Descriptions of Detailed Studies. FHWA-RD-84-019. FHWA, U.S. Department of Transportation, 1984.
5. Myre, J. Fatigue of Asphalt Pavements. Proc., Third International Conference on Bearing Capacity of Roads and Airfields, Norwegian Institute of Technology, Trondheim, 1990.
6. Theyse, H. L., M. De Beer, and F. C. Rust. Overview of South African Mechanistic Pavement Design Method. In Transportation Research Record 1539, TRB, National Research Council, Washington, D.C., 1996, pp. 6-17.
7. NCHRP Report 1-26: Calibrated Mechanistic Structural Analysis Procedures for Pavements, Phase 2. TRB, National Research Council, Washington, D.C., 1992.
8. Newcomb, D. E., A. A. Bu-bushait, J. P. Mahoney, and J. Sharma. State-of-the-Art on Pavement Overlay Design Procedures, Vol. 1. Report WA-RD 65.1. Washington State Department of Transportation, Olympia, 1983.
9. Monismith, C. L. Analytically Based Asphalt Pavement Design and Rehabilitation: Theory to Practice, 1962-1992. In Transportation Research Record 1354, TRB, National Research Council, Washington, D.C., 1992, pp. 5-26.
10. Van Deusen, D. Selection of Flexible Backcalculation Software for the Minnesota Road Research Project. Final Report MN/PR-96/29. Minnesota Department of Transportation, St. Paul, 1996.
11. Chadbourn, B. A., D. E. Newcomb, and D. H. Timm. Measured and Theoretical Comparisons of Traffic Loads and Pavement Response Distributions. Proc., Eighth International Conference on Asphalt Pavements, Seattle, Wash., 1997, pp. 229-238.
12. Timm, D. H. Incorporation of Reliability in Mechanistic-Empirical Flexible Pavement Thickness Design. M.S. Thesis. University of Minnesota, 1997.