Return to the VTRC Home Page
Click here to print the printer friendly version of this page.
Page Title: VTRC Report Detail

The contents of this report reflect the views of the author(s), who is responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the Virginia Department of Transportation, the Commonwealth Transportation Board, or the Federal Highway Administration. This report does not constitute a standard, specification, or regulation. Any inclusion of manufacturer names, trade names, or trademarks is for identification purposes only and is not to be considered an endorsement.


Premature Failure of Concrete Patching: Reasons and Resolutions
M. Shabbir Hossain
M. Shabbir Hossain
H. Celik Ozyildirim
H. Celik Ozyildirim
Michael M. Sprinkel
Year: 2019
VTRC No.: 19-R14

The performance of concrete patches in continuously reinforced concrete pavement in Virginia varies from less than 1 year to many years.  The purpose of this study was to determine the causes of premature repair failure in continuously reinforced concrete pavement. 


Four pavement sections were monitored for patching operations.  Mixture designs had high cementitious material contents. The patches were typically constructed with a short lane closure time, often at night, with only about 5 to 8 hours of cure time before opening of the roadway to traffic.  The strengths were determined using the temperature matched curing system.  The observations and testing indicated that the two of the most significant causes for premature failure were (1) the use of high early strength concrete mixtures with high cement contents that cause excessive thermal and shrinkage cracking, and (2) failure to assess the overall pavement condition, which could have led to an overlay with structural improvement rather than just patching.  Some other areas of concern were cutting of the continuous reinforcement, reestablishing the continuity of the reinforcement in the patch, damaging concrete adjacent to the patch during concrete removal, poor concreting practice with respect to proper consolidation of the concrete near the joint, and opening to traffic before adequate concrete strength was achieved.


Based on these findings, the study recommended revisions to future special provisions for concrete patching and the VDOT Materials Division Manual of Instructions, Chapter 6.