DEVELOPING A QUANTITATIVE RATING SYSTEM FOR CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
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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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309066778
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Supplemental Notes:
- This paper appears in Transportation Research Record No. 1699, Pavement Management and Monitoring.
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Corporate Authors:
500 Fifth Street, NW
Washington, DC United States 20001 -
Authors:
- Wu, S-S
- Publication Date: 2000
Language
- English
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 11-15
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Serial:
- Transportation Research Record
- Issue Number: 1699
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Condition surveys; Continuously reinforced concrete pavements; Expert evidence; Linear regression analysis; Pavement management systems; Quantitative analysis; Ratings; Strategic planning
- Uncontrolled Terms: Projects
- Geographic Terms: North Carolina
- Subject Areas: Design; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces;
Filing Info
- Accession Number: 00798869
- Record Type: Publication
- ISBN: 0309066778
- Files: TRIS, TRB, ATRI
- Created Date: Sep 7 2000 12:00AM