Mechanistic-empirical modeling in network-level pavement management

Transportation Research Record

Volumn , Issue 2093, 2009, Pages 76-83

  Schram, Scott ^a   Abdelrahman, Magdy ^b  

^a Iowa Department of Transportation   (United States)

^b North Dakota State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE PAVEMENTS; TRAFFIC SURVEYS;

IN NETWORKS; MECHANISTIC MODELS; MECHANISTIC-EMPIRICAL DESIGNS; MECHANISTIC-EMPIRICAL MODEL; MECHANISTIC-EMPIRICAL PAVEMENT DESIGN GUIDES; NETWORK LEVEL; PAVEMENT MANAGEMENT; PAVEMENT MANAGEMENT SYSTEMS; PROJECT LEVELS; REHABILITATED PAVEMENT STRUCTURES;

DECISION TREES;

EID: 76149115527     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2093-09     Document Type: Article

References (14)

1. ARA, Inc., ERES Consultants Division. Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. Final report, NCHRP Project 1-37A. Transportation Research Board of the National Academies, Washington, D.C., 2004. www.trb.org/mepdg/guide.htm.
2. Schram, S. Mechanistic-Empirical Modeling and Reliability in Network- Level Pavement Management. PhD dissertation. North Dakota State University, Fargo, 2008.
3. Butt, A., M. Shahin, S. Carpenter, and J. Carnahan. Application of Markov Process to Pavement Management Systems at Network Level. Proc., Third International Conference on Managing Pavement, Vol.2, TRB, National Research Council, Washington, D.C., 1994, p. 159.
4. Li, N., R. Haas, and W. C. Xie. Investigation of Relationship Between Deterministic and Probabilistic Prediction Models in Pavement Management. In Transportation Research Record: Journal of the Transportation Research Board, No.1952, Transportation Research Board of the National Academies, Washington, D.C., 1997, pp. 70-79.
5. Li, Q., and A. Kumar. National & International Practices in Decision Support Tools in Road Asset Management. Project 2001-010-C/005. Final report. Queensland Department of Main Roads, Spring Hill, Queensland, Australia, 2003.
6. Paterson, W. D. O. Road Deterioration and Maintenance Effects- Models for Planning and Management. The World Bank and the Johns Hopkins University Press, Baltimore, Md., 1987.
7. Al-Suleiman T. I., A. A. Basma, and K. Ksaibati. Examination of Pure Environmental Effects on Pavement Condition. In Transportation Research Record 1388, TRB, National Research Council, Washington, D.C., 1993, pp. 52-59.
8. Saba, R. G. NordFoU: A State-of-the-Art Report: Performance Prediction Models for Flexible Pavements. Nordic Road and Transport Research, Vol.1, 2007, p. 32.
9. Finn, F. Pavement Management Systems-Past, Present, and Future. Public Roads, Vol.62, No.1, 1998, pp. 16-22.
10. Pavement Condition Survey Manual. Nebraska Department of Roads, Lincoln, Jan. 2003.
11. Baladi, G. Y., E. C. Novak, Jr., and W. Kuo. Pavement Condition Index-Remaining Service Life. Pavement Management Implementation. ASTM STP 1121. ASTM, Philadelphia, Pa., April 1991.
12. Pavement Optimization Program User Manual, version 2.5. Nebraska Department of Roads, Lincoln, Jan. 2007.
13. Feighan, K. J., M. Y. Shahin, and K. C. Sinha. A Dynamic Programming Approach to Optimization for Pavement Management Systems. Proc., Second North American Conference on Managing Pavements, Toronto, Ontario, Canada, 1987.
14. Schram, S., and M. Abdelrahman. Improving Prediction Accuracy in Mechanistic-Empirical Pavement Design. In Transportation Research Record: Journal of the Transportation Research Board, No.1947, Transportation Research Board of the National Academies, Washington, D.C., 2006, pp. 59-68.