Fuzzy Multicriteria Decision-Making Approach for Pavement Project Evaluation Using Life-Cycle Cost/Performance Analysis
Publication: Journal of Infrastructure Systems
Volume 20, Issue 2
Abstract
Project life-cycle cost analysis (LCCA) is a reasonable approach to compare pavement design alternatives, but not taking into consideration of pavement performance in the most LCCA approaches may lead not to obtain the most desirable alternative for road users and associated highway agencies. This article introduces a multicriteria decision making method for pavement project evaluation using LCCA that (1) utilizes fuzzy set theory to model and handle uncertainties; (2) takes into account the extra user costs attributable to inadequate pavement condition; and (3) as a criterion, considers life-cycle pavement performance that describes overall pavement serviceability condition. Using a hypothetical project, the paper clarifies the performance of the proposed method for long-term evaluating alternative pavement design strategies. The alternatives are compared with respect to each criterion of the method, and also using sensitivity analysis, it is determined that changes in the decision maker’s risk and confidence attitudes can affect the ranking of the alternatives.
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References
AASHTO. (1993). AASHTO guide for design of pavement structures, Washington, DC.
AASHTO. (2010). “Life cycle cost analysis for pavement type selection responses.” 〈http://www.research.transportation.org/Documents/LCCAReplies.xls〉 (Dec. 3, 2010).
Abaza, K. A. (2002). “Optimum flexible pavement life-cycle analysis model.” J. Transp. Eng., 542–549.
Asphalt Institute of Iran. (2007). Modeling flexible pavement response and performance, Ministry of Roads and Urban Development, Tehran, Iran.
Bonissone, P. P. (1982). “A fuzzy sets based linguistic approach: Theory and applications.” Approximate reasoning in decision analysis, M. M. Gupta and E. Sanchez, eds., North-Holland, Amsterdam, 329–339.
Chan, A., Keoleian, G., and Gabler, E. (2008). “Evaluation of life-cycle cost analysis practices used by the Michigan Department of Transportation.” J. Transp. Eng., 236–245.
Chen, C. (2007). “Soft computing-based life-cycle cost analysis tools for transportation infrastructure management.” Dissertation for the Degree of Doctor of Philosophy in Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA.
Federal Highway Administration (FHWA). (1989). Construction costs and safety impacts of work zone traffic control strategies, U.S. Dept. of Transportation, Washington, DC.
Federal Highway Administration (FHWA). (1998). Life-cycle cost analysis in pavement design—In search of better investment decisions, U.S. Dept. of Transportation, Washington, DC.
Federal Highway Administration (FHWA). (2002). Life-cycle cost analysis primer, U.S. Dept. of Transportation, Washington, DC.
Fenton, N., and Wang, W. (2006). “Risk and confidence analysis for fuzzy multicriteria decision making.” Knowl. Base. Syst., 19(6), 430–437.
Fwa, T. F., and Sinha, K. C. (1991). “Pavement performance and life-cycle cost analysis.” J. Transp. Eng., 33–46.
Labi, S., and Sinha, K. C. (2005). “Life-cycle evaluation of flexible pavement preventive maintenance.” J. Transp. Eng., 744–751.
Lamptey, G., Ahmad, M., Labi, S., and Sinha, K. C. (2005). “Life cycle cost analysis for INDOT pavement design procedure.”, Purdue Univ., West Lafayette, IN.
Lamptey, G., Labi, S., and Li, Z. (2008). “Decision support for optimal scheduling of highway pavement preventive maintenance within resurfacing cycle.” Decis. Support Syst., 46(1), 376–387.
Lay, M. G. (2009). Handbook of road technology, Chapter 14, 4th Ed., Spon Press, New York, 334.
Li, Z., and Madanu, S. (2009). “Highway project level life-cycle benefit/cost analysis under certainty, risk, and uncertainty: Methodology with case study.” J. Transp. Eng., 516–526.
Matthews, J. C., and Allouche, E. N. (2010). “A social cost calculator for utility construction projects.” NASTT’s 2010 No-Dig Show, North American Society for Trenchless Technology (NASTT), Chicago.
Oregon Department of Transportation (ODOT). (2003). The value of travel-time: Estimates of the hourly value of time for vehicles in Oregon 2003, Salem, OR.
Reigle, J. A., and Zaniewski, J. P. (2002). “Risk-based life-cycle cost analysis for project-level pavement management.” Transp. Res. Rec., 1816(1), 34–42.
Shaheen, A. A., Fayek, A. R., and AbouRizk, S. M. (2007). “Fuzzy numbers in cost range estimating.” J. Constr. Eng. Manage., 325–334.
Tighe, S. (2001). “Guidelines for probabilistic pavement life cycle cost analysis.” Transp. Res. Rec., 1769(1), 28–38.
Wilde, W. J., Waalkes, S., and Harrison, R. (1999). “Life cycle cost analysis of portland cement concrete pavements.”, Univ. of Texas, Austin.
Zaniewski, J. P., Butler, B. C., Jr., Cunningham, G., Elkins, G. E., Paggi, M., and Machemehl, R. (1982). “Vehicle operating costs, fuel consumption, and pavement type and condition factors.”, Washington, DC.
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© 2014 American Society of Civil Engineers.
History
Received: Feb 13, 2012
Accepted: May 15, 2013
Published online: May 17, 2013
Published in print: Jun 1, 2014
Discussion open until: Jun 6, 2014
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