The objective of this study was to monitor placement and evaluate performance of continuously reinforced 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.
Digital Object Identifier
Havens, James H.; Deen, Robert C.; Rahal, Assaf S.; and Azevedo, Wm. Vernon, "Cracking in Continuously Reinforced Concrete Pavements" (1977). Kentucky Transportation Center Research Report. 1059.