Overall Changes in Surface Characteristics after Diamond Grinding Continuously Reinforced Concrete Pavement
Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 1
Abstract
The paper presents the results of a case study to quantify the deterioration of a diamond-ground continuously reinforced concrete pavement (CRCP) surface in terms of macrotexture, skid resistance, ride quality, and pavement noise over time. The influence of site-specific features such as traffic speed and load, pretexturing prior to the grinding operation, lane, wheel path, and trafficking direction on the deterioration of the surface properties is considered. The four surface properties were measured before and immediately after the grinding operation and at three subsequent time intervals after 4, 9, and 15 months. Panel data analysis incorporating fixed effects was implemented to evaluate the influence of the site-specific features on the deterioration of the surface properties. The study provides statistical evidence of deterioration. A significant reduction in macrotexture and skid resistance was apparent. An increase in noise was evident soon after grinding. No significant change in roughness was found. The changes in the surface properties appear to be related to traffic over time but do not appear to be influenced by the pre-existing texturing prior to grinding. In summary, the diamond grinding of the studied CRCP pavement sections was not helpful to maintain the necessary skid resistance, texture, and pavement noise over the analysis period. However, diamond grinding was effective in maintaining a reduced roughness level and may be beneficial on any other CRCP pavements with harder aggregates.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors acknowledge the support of the Texas Department of Transportation (TxDOT) for funding this research. The assistance provided by David Wagner, Andy Kissig, and Greg Mills is greatly appreciated during in-field measurements.
References
AASHTO. (2011). “Standard method of test for measurement of tire/pavement noise using the on-board sound intensity (OBSI) method.” AASHTO TP 76-11, Washington, DC.
ASTM. (2015). “Standard specification for a size 10 × 4–5 smooth-tread friction test tire.” ASTM E1844-08, West Conshohocken, PA.
ASTM. (2015). “Standard specification for standard smooth tire for pavement skid-resistance tests.” ASTM E524-08, West Conshohocken, PA.
ASTM. (2015). “Standard test method for measuring pavement macrotexture properties using the circular track meter.” ASTM E2157-15, West Conshohocken, PA.
Bennert, T., Hanson, D., Maher, A., and Vitillo, N. (2005). “Influence of pavement surface type on tire/pavement generated noise.” J. Test. Eval., 33(2), 1–7.
Buddhavarapu, P, Smit, A. F., Banerjee, A., Trevino, M., and Prozzi, J. A. (2013). “Evaluation of the benefits of diamond grinding of CRCP in Texas.” Transp. Res. Rec., 2369, 59–67.
Chen, D.-H., and Hong, F. (2014). “Long-term performance of diamond grinding.” J. Perform. Constr. Facil., 06014006.
Dare, T., Wulf, W., Thornton, T., and Bernhard, R. (2009). “Acoustical effects of grinding and grooving on portland cement concrete pavements.” Institute for Safe, Quite, and Durable Highways and the American Concrete Paving Association, Purdue Univ., West Lafayette, IN.
Defrain, L. (1989). “Noise analysis of ground surface on I-69 WB near Lowell road C.S. 19043.” Michigan Dept. of Transportation, Lansing, MI.
Hall, K., et al. (2007). “Long-life concrete pavements in Europe and Canada.”, U.S. Dept. of Transportation, Washington, DC.
Hanson, D. I., and Prowell, B. D. (2004). “Evaluation of circular texture meter for measuring macro texture of pavements.”, National Center for Asphalt Technology, Auburn, AL.
Kuemmel, D. A., Sontag, R. C., Crovetti, J. A., Becker, Y., Jaeckel, J. R., and Satanovsky, A. (2000). “Noise and texture on PCC pavements—Results of a multi-state study.”, Wisconsin Dept. of Transportation, Madison, WI.
Li, M., Keulen, W., van de Van, M., Molenaar, A., and Tang, G. (2014). “Investigation on material properties and surface characteristics related to tyre-road noise for thin layer surfacings.” Constr. Build. Mater., 59, 62–71.
Mindess, S, and Young, J. F. (1981). Concrete, Prentice-Hall, Englewood Cliffs, NJ.
Mosher, L. G. (1985). “Restoration of final surface to concrete pavement by diamond grinding.” Proc., 3rd Int. Conf. on Concrete Pavement Design and Rehabilitation, Purdue Univ., West Lafayette, IN.
Neal, B. F., and Woodstrom, J. H. (1976). “Rehabilitation of faulted pavements by grinding.”, California Dept. of Transportation, Sacramento, CA.
Rao, S., Yu, H., Khazanovich, L., Darter, M., and Mack, J. (1999a). “Longevity of diamond-ground concrete pavements.” Transp. Res. Rec., 1684, 128–136.
Rao, S., Yu, H. T., and Darter, I. (1999b). “The longevity and performance of diamond-ground pavements.” Portland Cement Association, Skokie, IL.
Richter, C. (1998). “What makes portland cement concrete pavements rough?”, U.S. Dept. of Transportation, Washington, DC.
Scofield, L. (2003). “Arizona SR202 PCCP whisper grinding test sections final report.” Arizona Dept. of Transportation, International Grinding and Grooving Association, Phoenix.
Senga, Y., Dony, A., Colin, J., Hamlat, S., and Berthaud, Y. (2013). “Study of the skid resistance of blends of coarse aggregates with different polish resistances.” Constr. Build. Mater., 48, 901–907.
Transtec Group. (2004). “CRCP in Texas: Five decades of experience.” Concrete Reinforcing Steel Institute, Schaumburg, IL.
TxDOT (Texas Deptartment of Transportation). (2004). “Diamond grinding for increased skid resistance.” 〈http://ftp.dot.state.tx.us/pub/txdot-info/cmd/cserve/specs/2004/spec/ss3232.pdf〉 (Nov. 10, 2014).
Information & Authors
Information
Published In
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Nov 25, 2014
Accepted: Jan 27, 2016
Published online: Jul 8, 2016
Discussion open until: Dec 8, 2016
Published in print: Feb 1, 2017
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.