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First published online January 1, 2012

Determination of Pavement Macrotexture Limit for Use in International Friction Index Model

Abstract

Macrotexture is a fundamental parameter used to characterize the frictional properties of a pavement surface. In models such as the international friction index (IFI), macrotexture is used to quantify the speed sensitivity of wet friction measurements on a given pavement surface. IFI is primarily a statistical model, in which the pavement macrotexture is correlated to the speed constant, Sp, or the slope of the linear regression relationship between ln(friction) and the slip speed. An evaluation is presented of the statistical significance of pavement macrotexture on the IFI model and the applicability of IFI concepts to the range of macrotexture typical of highway and runway pavements. The results of the investigation showed that the proposed concept in the IFI model was not applicable for high macrotexture levels in particular because friction measured on such pavements was known to remain constant with changing slip speeds. At high levels of macrotexture, variations of friction measurements with slip speed could be explained by the error term used in linear regression. Moreover, the speed constant used in the IFI model was shown to be extremely sensitive at high levels of macrotexture from a theoretical perspective as well. The findings limit the applicability of the IFI model at relatively high levels of macrotexture. An appropriate threshold macrotexture level was determined for reliable application of the IFI model.

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References

1. Leu M.C., and Henry J.J. Prediction of Skid Resistance as a Function of Speed from Pavement Texture Measurements. In Transportation Research Record 666, TRB, National Research Council, Washington, D.C., 1978, pp. 7–13.
2. Wambold J.C., Antle C. E., Henry J.J., and Rado Z. International PIARC Experiment to Compare and Harmonize Texture and Skid Resistance Measurements. Permanent International Association of Road Congresses—World Road Association, Paris, 1995.
3. Fuentes L.G., and Gunaratne M. Evaluation of the Speed Constant and Its Effect on the Calibration of Friction-Measuring Devices. In Transportation Research Record: Journal of the Transportation Research Board, No. 2155, Transportation Research Board of the National Academies, Washington, D.C., 2010, pp. 134–144.
4. Flintsch G.W., de León Izeppi E., McGhee K. K., and Roa J. A. Evaluation of International Friction Index Coefficients for Various Devices. In Transportation Research Record: Journal of the Transportation Research Board, No. 2094, Transportation Research Board of the National Academies, Washington, D.C., 2009, pp. 136–143.
5. Descornet G. The HERMES Project. Presented at 5th Symposium on Pavement Surface Characteristics, World Road Association, Paris, 2004.

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Article first published online: January 1, 2012
Issue published: January 2012

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© 2012 National Academy of Sciences.
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Authors

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Luis G. Fuentes
Department of Civil and Environmental Engineering, Universidad del Norte, Km 5, Via Puerto Colombia, Barranquilla, Colombia.
Manjriker Gunaratne
Department of Civil and Environmental Engineering, University of South Florida, ENB 118, 4020 East Fowler Avenue, Tampa, FL 33620-5350.
Edgar de León Izeppi
Center for Sustainable Transportation Infrastructure, Virginia Tech Transportation Institute, State University, 3500 Transportation Research Plaza, Blacksburg, VA 24061-0105
Gerardo W. Flintsch
Charles E. Via, Jr., Department of Civil and Environmental Engineering and Center for Sustainable Transportation Infrastructure, Virginia Tech Transportation Institute, Virginia Polytechnic Institute and State University, 3500 Transportation Research Plaza, Blacksburg, VA 24061-0105.
Gilberto Martinez
Road Section, Faculty of Civil Engineering, Politecnico di Milano, 32 Piazza Leonardo da Vinci, 20133 Milan, Italy.

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