Factors Affecting Initial Roughness of Concrete Pavement
Publication: Journal of Performance of Constructed Facilities
Volume 21, Issue 6
Abstract
Past studies have shown that initial pavement roughness greatly affects future pavement roughness and roughness progression rate. Initial pavement roughness is also an important input to the roughness prediction model in mechanistic-empirical design guide. This study analyzed the design and construction factors affecting initial pavement roughness. Initial international roughness index of 90 concrete pavements constructed in Wisconsin from 2000 to 2004 were analyzed using multiple regression method. The factors considered in this study included concrete pavement slab thickness, project location, dowel bar placement, joint spacing, base type, and pavement length. The factors affecting initial pavement roughness were identified.
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Acknowledgments
The writers would like to thank Mr. Bill Duckert and Mr. Mike Malaney of Wisconsin Department of Transportation for providing the data.
References
Byrum, C. A. (2005). “The effect of slab curvature on IRI values for jointed concrete pavements.” Int. J. Concrete Pavement, 1(1), 22–32.
FHWA. (2006). “Pavement smoothness technologies.” Priority, market-ready technologies and innovations, McLean, Va.
Perera, R. W., and Kohn, S. D. (2005). “Achieving a high level of smoothness in concrete pavements without sacrificing long-term performance.” Final Rep. to Federal Highway Administration, No. FHWA-HRT-05-069.
Siddique, Z., Hossain, M., and Devore, J. (2003). “Effect of curling on as-constructed and early life smoothness of PCC pavements.” Proc., 2003 Mid-Continent Transportation Research Symp., Ames, Iowa.
Smith, K. L., Smith, K. D., Evans, L. D., Hoerner, T. E., and Darter, M. (1996). “Smoothness specifications for pavements.” Final Rep. to National Cooperative Highway Research Program (NCHRP) 1-31, Transportation Research Board, Washington, D.C.
SPSS for Windows 11.50. (2002), SPSS Inc., Chicago.
Wen, H., Titi, H., and Berry, D. (2005). “Study of rutting and roughness in asphalt overlay and local calibration of roughness prediction model in 2002 design guide.” 2005 Transportation Research Board Meeting, Washington, D.C.
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© 2007 ASCE.
History
Received: Nov 14, 2006
Accepted: Mar 2, 2007
Published online: Dec 1, 2007
Published in print: Dec 2007
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