TECHNICAL PAPERS
Feb 1, 2007

Dynamic Prediction Model of As-Built Roughness in Asphaltic Concrete Pavement Construction

Publication: Journal of Transportation Engineering
Volume 133, Issue 2

Abstract

This paper develops a dynamic prediction model of a highway pavement contractor’s quality-based performance using a panel (longitudinal) data analysis. This panel data modeling uses as-built roughness measurements and pavement and contractor’s characteristics for reconstructed, replaced, and resurfaced pavement projects in Wisconsin from 1998 through 2002. Several random effects models were first developed in in-sample specification, and their modeling performances were measured by Akaike’s information criteria, which combines goodness of fit and model complexity. Out-of-sample specifications validated the developed random effects models by comparing out-of-sample forecasting accuracies. The results show that the best model has approximately a 16% mean absolute percentage error. The results finally show that asphaltic concrete pavement quality of construction can be predicted based on the contractor’s past quality-based performance and other construction parameters. Therefore, the dynamic prediction model developed in this study could be implemented in the contractor’s prequalifications required for advanced contracting methods.

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References

American Association of State Highway and Transportation Officials (AASHTO). (2002). Pavement design guide, Washington, D.C.
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Federal Highway Administration (FHwA). (1998). “Common characteristics of good and poorly performing PCC pavement.” Rep. No. FHWA-RD-97-131, Washington, D.C.
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Janoff, M. S. (1988). “Pavement roughness and rideability field evaluation.” NCHRP Rep. 308, National Research Council, Washington, D.C.
Lee, D. G. (2004). “Developing a dynamic prediction model for as-built roughness of highway pavement construction.” Ph.D. thesis, University of Wisconsin–Madison, Madison, Wis.
Lee, D. G., and Russell, J. S. (2004). “Panel data analysis of factor affecting as-built roughness of asphaltic concrete pavements.” J. Transp. Eng., 130(4), 479–485.
Mactutis, J. A., Alavi, S. H., and Ott, W. C. (2000). “Investigation of relationship between roughness and pavement surface distress based on WesTrack project.” Transp. Res. Rec., 107—113.
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Schmitt, R. L., Russell, J. S., Hanna, A. S., Bahia, H. U., and Jung, G. A. (1998). “Summary of current quality control/quality assurance practices for hot mix asphalt construction.” Transportation Research Record.
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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 133Issue 2February 2007
Pages: 90 - 95

History

Received: Aug 1, 2005
Accepted: Dec 20, 2005
Published online: Feb 1, 2007
Published in print: Feb 2007

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Authors

Affiliations

Duk Gyoo Lee, Ph.D., M.ASCE
P.E.
Engineer/Consultant, URS Corp., FDNY Command Center, 83-98 Woodhaven Blvd., Woodhaven, NY 11421. E-mail: dḵ[email protected]

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