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Research article
First published January 2000

Developing a Quantitative Rating System for Continuously Reinforced Concrete Pavement

Shie-Shin WuView all authors and affiliations
Volume 1699, Issue 1
https://doi.org/10.3141/1699-02

Abstract

A jointed concrete pavement rating system based on sampling and quantitative surface distress data was developed several years ago for North Carolina. This rating system has been adopted by the pavement management system for the priority ranking of projects. The first attempt to develop a similar rating system for continuously reinforced concrete (CRC) pavement was made with no fruitful results. There remains an urgent need for a comparable CRC rating system for project ranking. Another attempt that used a different approach was made. A linear regression equation was developed, and the correlation with experts’ rating was reasonably good.

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References

1. Guide for the Design of Pavement Structures. American Association of State Highway and Transportation Officials, Washington, D.C., 1993.
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2. Tayabji S. D., Zollinger D. G., Vederey J. R., and Gagnon J. S. Performance of Continuously Reinforced Concrete Pavements, Vol. III. Report FHWA-RD-94-180. FHWA, U.S. Department of Transportation, 1998.
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3. Kleinbaum D. G. Logistic Regression. Springer-Verlag, New York, Inc., 1992.
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4. Pavement Management Unit. Procedure for Continuously Reinforced Concrete Pavement Condition Survey. North Carolina Department of Transportation, Raleigh, 2000.
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Published In

Volume 1699, Issue 1
Pages: 11 - 15
Article first published: January 2000
Issue published: January 2000

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© 2000 National Academy of Sciences.
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Shie-Shin Wu
Pavement Management Unit, North Carolina Department of Transportation, P.O. Box 25201, Raleigh, NC 27611
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Crossref: 2

  1. Regression
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  2. Data Analysis in Pavement Engineering: An Overview
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