TECHNICAL PAPERS
Feb 1, 2000

Correlation of Tire Wear and Friction to Texture of Concrete Pavements

Publication: Journal of Materials in Civil Engineering
Volume 12, Issue 1

Abstract

Pavement surface texture significantly contributes to tire wear and tire-pavement friction. Currently available relationships quantify tire wear and tire-pavement friction simply in terms of empirical pavement texture parameters. The objective of this paper is to present correlations with which the tire wear rate and tire-pavement friction on smooth concrete pavements can be predicted using actual texture properties. Using a laboratory tire wear simulator and an aircraft tread-rubber block, a number of wear and friction tests are performed on pavement samples having different fine aggregate sizes. Frequency characteristics of the texture of the pavements are achieved by decomposing the profilometer measurements using the fast Fourier transform technique and constructing power spectral density plots of texture over surface spatial frequency. Then the tire wear rates as well as dry friction and wet friction of the tire-pavement interface are correlated to microtexture and macrotexture components of the texture power spectral density. The developed correlations indicate that both tire wear and dry friction are significantly affected by pavement microtexture. The developed wear correlations can be also useful for predicting the wear index of a pavement based on conventional Mu-meter and grease patch test results. This is illustrated by an example in which the wear index for a concrete runway pavement at Luke Air Force Base, Ariz., is computed using the new relations.

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References

1.
Gunaratne, M., and Bandara, N. (1997). “Correlations of pavement texture characteristics to tire wear and tire-pavement friction.” Final Rep. Submitted to Wright-Patterson AFB, Dayton, Ohio.
2.
Henry, J. J. ( 1968). “Tire wet-pavement traction measurement: A state-of-the-art review.” The tire pavement interface, ASTM STP 929, M. G. Pottinger and T. J. Yager, eds., ASTM, West Conshohocken, Pa., 3–25.
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HQ AFCESA. ( 1992). “Runway friction characteristics evaluation, Luke AFB, AZ.” Rep. No. DSN 523-6429, Headquarters Air Force Civil Engineering Support Agency, Pavement Surface Effects Team, Tyndale Air Force Base, Fla.
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Kummer, H. W. ( 1966). “Unified theory of rubber friction.” Engrg. Res. Bull. B-94, Penn State University, State College, University Park, Pa.
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Leu, S. J., and Henry, J. J. (1978). “Prediction of skid resistance as a function of speed from pavement texture.” Transp. Res. Rec. 666, Transportation Research Board, Washington, D.C., 38–43.
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Lowne, R. W. (1971). “Effect of road surface texture on tire wear.” Rubber Chem. and Technol., 44(5), 1159–1160.
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Marcondes, J., et al. (1991). “Spectral analysis of highway pavement roughness.”J. Transp. Engrg., ASCE, 117(5), 540–549.
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Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 12Issue 1February 2000
Pages: 46 - 54

History

Received: Jul 7, 1997
Published online: Feb 1, 2000
Published in print: Feb 2000

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Authors

Affiliations

Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of South Florida, Tampa, FL 33620.
Res. Asst., Dept. of Civ. and Envir. Engrg., Univ. of South Florida, Tampa, FL.
Mech. Engr., Wright-Patterson Air Force Base, Dayton, OH 45433.
Deceased 1996, formerly, Mech. Engr., Wright-Patterson Air Force Base, Dayton, OH.
Chf. Mech. Engr., Wright-Patterson Air Force Base, Dayton, OH.

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