TECHNICAL NOTES
Sep 1, 1990

Shape Characteristics of Pavement Performance Curves

Publication: Journal of Transportation Engineering
Volume 116, Issue 5

Abstract

Pavement performance can be represented either in load domain or time domain plots. The shape characteristics of pavement performance curves in the two types of plot are not the same. Plotting pavement performance in time domain is a useful form of representation for analysis in pavement maintenance management and life-cycle costs study. This paper examines the shape characteristics of pavement performance plots using the relationships developed in the AASHO (American Association of State Highway Officials) Road Test. It is illustrated that pavement performance curves in time domain can have different shapes depending upon the structural characteristics of pavement and the growth pattern of traffic load applications. Much wider variations in the shape characteristics of in-service pavement performance curves are expected due to the differences in the impacts of environmental factors, material aging, pavement maintenance effects, and changes in the rate of traffic load applications.

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References

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AASHTO guide for design of pavement structures. (1986). American Association of State Highway and Transportation Officials, Washington, D.C.
2.
“The AASHO road test, report 5, pavement research.” (1962). HRB Special Report 61E, Highway Res. Board, Washington, D.C.
3.
Anderson, D. A., et al. (1987). “Application of the FHWA accelerated loading facility.” Proc. 2nd North Amer. Conf. on Managing Pavements, Ministry of Transportation, Ontario, Canada, and Federal Highway Administration, 3, 215–232.
4.
Garcia‐Diaz, A., and Riggins, M. (1984). “Serviceability methodology for predicting pavement performance.” Transp. Res. Rec., 97, 56–61.
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Krempel, R. E. (1983). “Timely pavement economics and strategies.” Proc. 20th Paving and Transp. Conf., Federal Highway Administration, 44–61.
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Pinard, M. I. (1987). “Factors affecting the development and implementation of pavement management systems in developing countries.” Proc. 2nd North Amer. Conf. on Managing Pavements, Ministry of Transportation, Toronto, Canada, and Federal Highway Administration, 1, 299–310.
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Sheflin, M. J. E. (1985). “Decision level and issues.” Proc. North Amer. Pavement Management Conf., Ministry of Transportation, Toronto, Canada, and Federal Highway Administration, 2, 36–47.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 116Issue 5September 1990
Pages: 692 - 696

History

Published online: Sep 1, 1990
Published in print: Sep 1990

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T. F. Fwa, Member, ASCE
Dept. of Civ. Engrg., Nat. Univ. of Singapore, Kent Ridge, Singapore 0511

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