Effect of Y-Cracking on CRCP Performance.

摘要

This document is an update of the progress of the research on ODOT project 2230 Effect of Y-cracking on CRCP Performance (PS-14). This report summarizes the work that was completed at Oklahoma State University between October 1st, 2010 and September 30th, 2011. The focus of this project is to determine if a correlation exists between Y-cracking and the subsequent performance of continuously reinforced concrete pavements (CRCP) in Oklahoma. Work will also be done to correlate the y-cracking and design and construction variables.