CRACKING IN CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS
The objective of this study was to monitor placement and evaluate performance of continuously reinforeced concrete pavement with an emphasis on determining the time of cracking and crack interval. This paper reports on the design and construction practice for CRCP in Kentucky. Data on crack frequency and time of cracking is also included in an attempt to further explain the cracking pattern associated with CRCP. /Author/
- Record URL:
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Corporate Authors:
Kentucky Department of Transportation
Bureau of Highways
Frankfort, KY United States 40601 -
Authors:
- Havens, J H
- Deen, R C
- Rahal, A S
- Azevedo, W V
- Publication Date: 1977-10
Media Info
- Features: Appendices; Figures; References;
- Pagination: 19 p.
Subject/Index Terms
- TRT Terms: Concrete; Continuously reinforced concrete pavements; Cracking; Frequency (Electromagnetism); Pavement cracking; Pavement design; Paving; Time; Time intervals
- Uncontrolled Terms: Concrete cracking
- Subject Areas: Highways; Pavements;
Filing Info
- Accession Number: 00172160
- Record Type: Publication
- Report/Paper Numbers: Res. Rpt. No. 480 Final Rpt.
- Contract Numbers: KYP-71-28
- Files: TRIS, STATEDOT
- Created Date: Apr 12 1978 12:00AM