TECHNICAL PAPERS
Mar 1, 2006

Iterative Linear Approach for Nonlinear Nonhomogenous Stochastic Pavement Management Models

Publication: Journal of Transportation Engineering
Volume 132, Issue 3

Abstract

An iterative linear stochastic pavement management model is proposed that deploys a nonhomogenous discrete-time Markov chain for predicting the future pavement conditions for a given pavement network. A nonhomogenous transition matrix is constructed to incorporate both the pavement deterioration rates and improvement rates. The pavement deterioration rates are simply the transition probabilities associated with the deployed pavement states. The improvement rates are mainly the maintenance and rehabilitation variables representing the deployed maintenance and rehabilitation actions. A decision policy is formulated to identify the optimal set of maintenance and rehabilitation actions and their respective timings, and to provide the optimal level of maintenance and rehabilitation funding over an analysis period. The nonhomogenous Markov chain allows for a distinct maintenance and rehabilitation plan (matrix) for each time interval (transition). However, the total number of maintenance and rehabilitation variables will substantially increase depending on the length of the deployed analysis period. The resulting optimum model is associated with a nonlinearity order that is equal to the number of time intervals within the specified analysis period. Solving a nonlinear model with a large number of variables is a very complex task. Alternatively, instead of solving a single nonlinear problem, a series of linear problems are formulated and iteratively solved wherein the optimal solution for one problem becomes the input for the next one. The sample results obtained from the iterative linear approach indicate the effectiveness of the proposed stochastic management model in predicting future pavement conditions.

Get full access to this article

View all available purchase options and get full access to this article.

References

Abaza, K. A., and Ashur, S. A. (1999). “Optimum decision policy for management of pavement maintenance and rehabilitation.” Transportation Research Record 1655, Transportation Research Board, Washington, D.C., 8–15.
Abaza, K. A., Ashur, S. A., and Al-Khatib, I. (2004). “Integrated pavement management system with a markovian prediction model.” J. Transp. Eng., 130(1), 24–33.
Bazaraa, M. S., and Shetty, C. M. (1979). Nonlinear programming: Theory and algorithms, Wiley, New York.
Butt, A. A., Shahin, M. Y., Feighan, K. J., and Carpenter, S. H. (1987). “Pavement performance prediction model using the Markov process.” Transporation Research Record 1123, Transporation Research Board, Washington, D.C., 12–19.
Chen, X., Hudson, S., Pajoh, M., and Dickinson, W. (1996). “Development of new network optimization model for Oklahoma department of transportation.” Transporation Research Record 1524, Transporation Research Board, Washington, D.C., 103–108.
Ferreira, A., Antunes, A., and Picado-Santos, L. (2002). “Probabilistic segment-linked pavement management optimization model.” J. Transp. Eng., 128(6), 568–577.
Grivas, D. A., Ravirala, V., and Schultz, B. C. (1993). “State increment optimization methodology for network-level pavement management.” Transporation Research Record 1397, Transporation Research Board, Washington, D.C., 25–33.
Haas, R., Hudson, W. R., and Zaniewski, H. J. (1994). Modern pavement management, Krieger, Malabar, Fla.
Harper, W., and Majidzadeh, K. (1991). “Use of expert opinion in two pavement management systems.” Transporation Research Record 1311, Transporation Research Board, Washington, D.C., 242–247.
Hong, H. P., and Wang, S. S. (2003). “Stochastic modeling of pavement performance.” Int. J. Pavement Eng., 4(4), 235–243.
Li, N., Xie, W.-C., and Haas, R. (1996). “Reliability-based processing of Markov chains for modeling pavement network deterioration.” Transporation Research Record 1524, Transporation Research Board, Washington, D.C., 203–213.
Liu, F., and Wang, K. C. P. (1996). “Pavement performance-oriented network optimization system.” Transporation Research Record 1524, Transporation Research Board, Washington, D.C., 86–93.
Mbwana, J. R., and Turnquist, M. A. (1996). “Optimization modeling for enhanced network-level pavement management systems.” Transporation Research Record 1524, Transporation Research Board, Washington, D.C., 76–85.
Phillips, D. T., Ravindran, A., and Solberg, J. J. (1976). Operations research: Principles and practice, Wiley, New York.
Pilson, C., Hudson, W. R., and Anderson, V. (1999). “Multi-objective optimization in pavement management using genetic algorithms and efficient surfaces.” Transporation Research Record 1655, Transporation Research Board, Washington, D.C., 42–48.
Shahin, M. Y. (1994). Pavement management for airports, roads, and parking lots, Chapman & Hall, New York.
Tavakoli, A., Lapin, M., and Figueroa, J. L. (1992). “PMSC: Pavement management system for small communities.” J. Transp. Eng., 118(2), 270–280.
Way, G. B., Eisenberg, J., and Kulkarni, R. B. (1982). “Arizona pavement management system: Phase 2, Verification of performance prediction models and development of data base.” Transporation Research Record 846, Transporation Research Board, Washington, D.C., 49–55.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 132Issue 3March 2006
Pages: 244 - 256

History

Received: Nov 12, 2004
Accepted: Jul 25, 2005
Published online: Mar 1, 2006
Published in print: Mar 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Khaled A. Abaza [email protected]
P.E.
Associate Professor, Dept. of Civil Engineering, Birzeit Univ., P. O. Box 14, Birzeit, West Bank, Palestine. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share