TECHNICAL PAPERS
Sep 1, 1994

Road‐Maintenance Planning Using Genetic Algorithms. II: Analysis

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Publication: Journal of Transportation Engineering
Volume 120, Issue 5

Abstract

This paper analyzes the road‐maintenance planning problem at network level using a genetic‐algorithm program, PAVENET, which is a computer model developed to serve as an analytical tool for pavement maintenance engineers. The effects on road‐maintenance programs of the following parameters are analyzed: (1) Network parameters, such as the age structure of pavements; (2) maintenance‐policy parameters, such as the choice of warning levels; and (3) resource parameters, such as the level of budget available. Examples are presented to illustrate how the pavement age structure of a road network affects road‐maintenance planning, and how the PAVENET program can be used to formulate a maintenance strategy to regulate long‐term maintenance demand. Also illustrated are the adverse long‐term effects of poor budget planning in the initial years. Analyses are presented to demonstrate the application of the PAVENET program to the selection of maintenance warning levels. Finally, examples are given to study the effect of the type of pavement and distress function on maintenance planning.

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References

1.
Chan, W. T., Fwa, T. F., and Tan, C. Y. (1994). “Road‐maintenance planning using genetic algorithms. I: formulation.” J. Transp. Engrg., ASCE, 120(5), 693–709.
2.
“Consequences of deferred maintenance.” (1979). NCH SYN REP. No. 39, National Cooperative Highway Research Program Synthesis of Highway Practice, Transportation Research Board, Washington, D.C.
3.
Feighan, K. J., Shahin, M. Y., and Sinha, K. C. (1987). “A dynamic approach to optimization for pavement management system.” Proc., 2nd North Amer. Conf. on Managing Pavements, Canadian Ministry of Transportation and U.S. Federal Highway Administration, 2, 2.195–2.206.
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Fwa, T. F., Sinha, K. C., and Riverson, J. D. N. (1988). “Highway routine maintenance programming at network level.” J. Transp. Engrg., ASCE, 114(5), 539–554.
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Gschwendt, I., Polliacek, I., Lehovac, F., and Prochadzka, M. (1987). “Pavement performance prediction model.” Proc., 2nd North Amer. Conf. on Managing Pavements, Canadian Ministry of Transportation and U.S. Federal Highway Administration, 2, 2.101–2.112.
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Hill, L. D. (1987). “Implementation of a pavement life prediction model.” Proc., 2nd North Amer. Conf. on Managing Pavements, Canadian Ministry of Transportation and U.S. Federal Highway Administration, 2, 2.113–2.122.
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Hudson, W. R., Finn, F. N., Pedigo, R. D., and Roberts, S. L. (1981). “Relating pavement distress to serviceability and performance.” Rep. No. FHWA/RD‐80/098, Federal Highway Administration, Washington D.C.
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Krempel, R. E. (1983). “Timely pavement economics and strategies.” Proc., 20th Paving and Transp. Conf., Federal Highway Administration, Washington, D.C. 44–61.
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Paterson, W. D. O., and Fossberg, P. E. (1987). “Achieving efficiency in planning and programming through network‐level policy optimization and pavement management.” Proc., 2nd North Am. Conf. on Managing Pavements, Canadian Ministry of Transportation and U.S. Federal Highway Administration, 2, 2.183–2.194.
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Rauhut, J. B., Lytton, R. L. and Darter, M. I. (1982). “Pavement damage functions for cost allocation.” Rep. No. FHWA/RD‐82/126, Federal Highway Administration, Washington, D.C.
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Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 120Issue 5September 1994
Pages: 710 - 722

History

Received: Jan 25, 1993
Published online: Sep 1, 1994
Published in print: Sep 1994

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Authors

Affiliations

T. F. Fwa, Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Nat. Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 0511
C. Y. Tan
Res. Student, Dept. of Civ. Engrg., Nat. Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 0511
W. T. Chan
Sr. Lect., Dept. of Civ. Engrg., Nat. Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 0511

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