Preliminary Evaluation of LTPP Continuously Reinforced Concrete (CRC) Pavement211 Test Sections

摘要

As part of the study reported here, analysis of data from the LTPP GPS-5 test211u001esections was conducted to identify factors that influence long-term crack spacing 211u001ein continuously reinforced concrete (CRC) pavements and to determine that effect 211u001eof crack spacing on pavement performance. Data from the 85 test sections from the 211u001eGPS-5 experiment were analyzed.