Development of a Model for Asphalt Pavement Skid Resistance Based on Aggregate Characteristics and Gradation
Publication: Journal of Transportation Engineering
Volume 137, Issue 12
Abstract
Many research studies and field experiences have shown a strong relationship between wet-weather accidents and pavement skid resistance. Therefore, measurement methods and models are needed to evaluate the safety level of driving on an asphalt pavement surface during its service life. The objective of this study was to develop a skid resistance prediction model based on measurable quantities such as aggregate shape characteristics, aggregate gradation, aggregate resistance to polishing, and traffic level. To achieve this objective, the skid number (SN) of asphalt pavement sections and traffic data were acquired and analyzed. In addition, statistical analysis was conducted to determine the relationship between different aggregate properties, pavement surface characteristics, and the measured SN values. The aggregate properties were measured using conventional test methods (acid insolubility, magnesium soundness, micro-Deval, and British polish value), and the Aggregate Imaging System (AIMS). The pavement surface characteristics were measured using the dynamic friction tester and circular texture meter. The statistical analysis led to the development of a new model for predicting the asphalt pavement SN as a function of traffic level, initial and terminal aggregate texture values measured using AIMS, and aggregate gradation described using the two-parameter Weibull distribution function.
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References
ASTM. (2006). Annual book of ASTM standards, Vol. 04.03, West Conshohocken, PA.
Dahir, S. H., Meyer, W. E., and Hegmon, R. R. (1976). “Laboratory and field investigation of bituminous pavement and aggregate polishing.” Transportation Research Record 584, Transportation Research Board, Washington, DC, 1–14.
Emery, J. J. (1982). “Slag utilization in pavement construction.” Extending aggregate resources. ASTM special technical publication 774, West Conshohocken, PA, 95–118.
Ergun, M., Iyinam, S., and Iyinam, A. F. (2005). “Prediction of road surface friction coefficient using only macrotexture and microtexture measurements.” J. Transp. Eng., 131(4), 311–319.
Federal Highway Administration (FHWA). (1980). “Skid accident reduction program.” FHWA T 5040.17 〈www.fhwa.dot.gov/legsregs/directives/techadvs/t504017.htm.〉 (Mar. 12, 2007).
Flintsch, G. W., Luo, Y., and Al-Qadi, I. L. (2005). “Analysis of the effect of pavement temperature on the frictional properties of flexible pavement surfaces.” Proc., 84th Annual Meeting of Transportation Research Board (CD-ROM), National Research Council, Washington, DC.
Forster, S. W. (1981). “Aggregate microtexture: Profile measurement and related frictional levels.” Rep. FHWA/RD-81/107, Federal Highway Administration, U.S. Dept. of Transportation, Washington, DC.
Fulop, I. A., Bogardi, I., Gulyas, A., and Csicsely-Tarpay, M. (2000). “Use of friction and texture in pavement performance modeling.” J. Transp. Eng., 126(3), 243–248.
Hall, J. W., et al. (2006). “Guide for pavement friction.” Project No. 1-43, Final Guide, National Cooperative Highway Research Program, Transportation Research Board, Washington, DC.
Henry, J. J., and Liu, M. C. (1978). “Prediction of skid resistance as a function of speed from pavement texture.” Transportation Research Record 666, Transportation Research Board, Washington, DC, 7–13.
Jayawickrama, P. W., Prasanna, R., and Senadheera, S. P. (1996). “Survey of state practices to control skid resistance on hot-mix asphalt concrete pavements.” Transportation Research Record 1536, Transportation Research Board, Washington, DC, 52–58.
Kowalski, K. J. (2007). “Influence of mixture composition on the noise and frictional characteristics of flexible pavements.” Ph.D. dissertation, Purdue Univ., West Lafayette, IN.
Liu, Y., Fwa, T. F., and Choo, Y. S. (2003). “Finite element modeling of skid resistance test.” J. Transp. Eng., 129(3), 316–321.
Mahmoud, E. M. (2005). “Development of experimental method for the evaluation of aggregate resistance to polish, abrasion, and breakage.” Master’s thesis, Texas A&M Univ., College Station, TX.
Masad, E., Al-Rousan, T., Button, J., Little, D., and Tutumluer, E. (2005). “Test methods for characterizing aggregate shape, texture and angularity.” NCHRP 4-30A Final Rep., No. 555, National Cooperative Highway Research Program, National Research Council, Washington, DC.
Masad, E., Rezaei, A., Chowdhury, A., and Harris, P. (2009). “Predicting asphalt mixture skid resistance based on aggregate characteristics.” FHWA/TX-09/0-5627-1, Texas Transportation Institute, College Station, TX.
Masad, E., Rezaei, A., Chowdhury, A., and Freeman, T. (2010). “Field evaluation of asphalt mixture skid resistance and its relationship to aggregate characteristics.” FHWA/TX-10/0-5627-2, Texas Transportation Institute, College Station, TX.
Permanent Association of Road Congresses (PIARC). (1995). International PIARC experiment to compare and harmonize texture and skid resistance measurements, PIARC Technical Committee on Surface Characteristics (C1), Paris.
Rezaei, A., Masad, E., Chowdhury, A., and Harris, P. (2009). “A method for predicting asphalt mixture skid resistance based on aggregate characteristics and gradation.” Transportation Research Record 2104, Transportation Research Board, Washington, DC, 24–33.
Schapery, R. A. (1978). “Analytical models for the deformation and adhesion components of the rubber friction.” Tire Sci. Technol., 6(1), 3–47.
Stephens, J. E., and Goetz, W. H. (1960). “Designing fine bituminous mixtures for high skid resistance.” Highway Research Board Proc. 39, Highway Research Board, National Research Council, Washington, DC, 173–190.
Texas Dept. of Transportation (TxDOT). (2004). “Standard specifications for construction and maintenance of highways, streets, and bridges.” 〈ftp://ftp.dot.state.tx.us/pub/txdot-info/des/specs/specbook.pdf.〉 (Jan. 25, 2009).
Texas Dept. of Transportation (TxDOT). (2008). “Bituminous rated sources quality catalogue (BRSQC).” 〈ftp://ftp.dot.state.tx.us/pub/txdot-info/cmd/mpl/brsq.pdf.〉 (Jun. 29, 2008).
Vollor, T. W., and Hanson, D. I. (2006). “Development of laboratory procedure for measuring friction of HMA mixtures—Phase 1.” NCAT Rep. 06-06, National Center of Asphalt Technology, Auburn Univ., Auburn, AL.
Wilson, D. J., and Dunn, R. C. M. (2005). “Analyzing road pavement skid resistance.” Australian Road Research Board (ARRB) Int. Conf. (CD-ROM), Institute of Transportation Engineers, Melbourne, Australia.
Yandell, W. O., Taneerananon, P., and Zankin, V. (1983). “Frictional interaction of tire and pavement: Prediction of tire-road friction from surface texture and tread rubber properties.” ASTM special technical publication 793, W. E. Meyer and J. D. Walter, eds., ASCE, Washington, DC, 304–322.
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© 2011 American Society of Civil Engineers.
History
Received: Mar 27, 2010
Accepted: Mar 21, 2011
Published online: Mar 23, 2011
Published in print: Dec 1, 2011
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