Development of Panel Rating Protocol and Condition Evaluation Model for Pervious Concrete Pavement
Publication: Journal of Transportation Engineering
Volume 138, Issue 3
Abstract
Pervious concrete pavement (PCP) has the potential to provide significant technical, economical, and environmental benefits. To better understand the beneficial impacts of PCP, its performance must be comprehensively evaluated and quantified. To evaluate the PCP performance, its pavement condition should be assessed. The primary aim of this research is to evaluate the PCP condition through incorporation of an adequate panel rating method. Two panel rating methods are evaluated for this purpose: visual digital inspection and in situ inspection. Field investigations are also conducted to record the surface distresses by describing their severity and density using the Ministry of Transportation of Ontario protocol. Finally, a model is developed and validated which relates mean panel rating (i.e., surface distress rating) to a pavement distress. It is concluded that the only significant variable (i.e., distress) in this model is raveling.
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References
American Concrete Institute. (2006). “Pervious concrete.” Rep. ACI 522R-06, American Concrete Institute, Farmington Hills, MI.
Chou, C., and Wu, C. (1997). “Evaluation of panel characteristics and user-based pavement serviceability.” Transportation Research Record 1592, Transportation Research Board, Washington, DC, 98–106.
Delatte, N., Miller, D., and Mrkajic, A. (2007). “Portland cement pervious concrete pavement: Field performance investigation on parking lot and roadway pavements.” Final Report, Cleveland State Univ., RMC Research & Education Foundation, Cleveland.
Draper, N. R., and Smith, H. (1981). Applied regression analysis, 2nd Ed., Wiley, New York.
Eller, A., and Izevbekhai, B. (2007). "MnROAD cell 64 pervious concrete." First Year Performance Report., Minnesota Dept. of Transportation, St. Paul, MN.
Fwa, T. F., and Gan, K. T. (1989). “Bus-ride panel rating of pavement serviceability.” J. Transp. Eng., 115(2), 176–191.
Garg, A., Horowitz, A., and Ross, F. (1988). “Establishing relationships between pavement roughness and perceptions of acceptability.” Transportation Research Record 1196, Transportation Research Board, Washington, DC, 276–285.
Haselbach, L. M., Valavala, S., and Montes, F. (2006). “Permeability predictions for sand-clogged portland cement pervious concrete pavement systems.” J. Environ. Manage., 81(1), 42–49.
Janoff, M. S. (1986). “Methodology for computing pavement ride quality from pavement roughness measurements.” Transportation Research Record 1084, Transportation Research Board, Washington, DC, 9–17.
Lindsey, J. K. (1997). Applying generalized linear models, Springer, NY.
Montgomery, D. C. (1994). Applied statistics and probability for engineers, Wiley, New York.
Moore, R. K., Clark, G. N., and Plumb, G. N. (1987). “Present serviceability-roughness correlations using rating panel data.” Transportation Research Record 1117, Transportation Research Board, Washington, DC, 152–158.
Murata, Y., Nishizawa, T., and Kokubu, K. (2005). “Evaluation of porous concrete pavements in japan.” Proc., 8th Int. Conf. on Concrete Pavement, American Concrete Pavement Association, Washington, DC.
Nair, S. K., and Hudson, W. R. (1986). “Serviceability prediction from user-based evaluations of pavement ride quality.” Transportation Research Record 1084, Transportation Research Board, Washington, DC, 66–75.
Nakamura, V., and Michael, H. L. (1963). “Serviceability ratings of highway pavements.” Highway Res. Rec., (40), 21–36.
Nick, J. B., and Janoff, M. S. (1983). “Evaluation of panel rating methods for assessing pavement ride quality.” Transportation Research Record 946, Transportation Research Board, Washington, DC,5–13.
Ningyuan, L., Kazmierowski, T., and Marciello, F. (2004). “Monitoring of road surface characteristics and performance evaluation of the pavements in Ontario.” Proc., 5th Symposium on Pavement Surface Characteristics, SURF, Toronto.
Riverson, J., Sinha, K., Scholer, C., and Anderson, V. (1987). “Evaluation of subjective rating of unpaved county roads in Indiana.” Transportation Research Record 1128, Transportation Research Board, Washington, DC, 53–61.
Roberts, F. L., and Hudson, W. R. (1971). “Pavement serviceability equations using the surface dynamics profilometer.” Special Rep. 116, Highw. Res. Board, 68–79.
Yang, J., and Jiang, G. (2003). “Experimental study on properties of pervious concrete pavement materials.” Cem. Concr. Res., 33(3), 381–386.
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© 2012 American Society of Civil Engineers.
History
Received: Feb 27, 2011
Accepted: Jul 20, 2011
Published online: Jul 22, 2011
Published in print: Mar 1, 2012
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