More than 60% of highways in Korea are constructed with cement concrete and when their condition has deteriorated rehabilitation and reconstruction are required. Recently, bonded concrete overlay has been considered as a possible alternative material for use in pavement rehabilitation as its material properties are similar to those of the existing concrete pavements. The present study investigated the service life of bonded concrete overlay and evaluated the appropriateness of the American Association of State Highway and Transportation Officials (AASHTO) prediction for bonded concrete overlay life based on a comparison with the measured life of bonded concrete overlay obtained from long-term pavement performance data analysis. The findings of this study lead to the conclusion that there is significant correlation between the predicted life of bonded concrete overlay based on the AASHTO design method and the measured life based on long-term pavement performance data after eliminating early distressed pavement sections. It was also found that the thickness and existing pavement type have significant influence on the service life of bonded concrete overlay.
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June 2015
Research Article|
June 01 2015
Service life of bonded concrete overlay
Young Kyu Kim, PhD;
Young Kyu Kim, PhD
Researcher
Department of Civil Engineering, Gangneung-Wonju National University, Korea
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Seung Woo Lee, PhD
Seung Woo Lee, PhD
Professor
Department of Civil Engineering, Gangneung-Wonju National University, Korea
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Publisher: Emerald Publishing
Revision Received:
October 31 2012
Accepted:
November 29 2013
Online ISSN: 1751-7710
Print ISSN: 0965-092X
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Transport (2015) 168 (3): 267–275.
Article history
Revision Received:
October 31 2012
Accepted:
November 29 2013
Citation
Kim YK, Lee SW (2015), "Service life of bonded concrete overlay". Proceedings of the Institution of Civil Engineers - Transport, Vol. 168 No. 3 pp. 267–275, doi: https://doi.org/10.1680/tran.12.00081
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