Technical Papers
Jul 11, 2016

Prediction of In-Service Pavement Structural Capacity Based on Traffic-Speed Deflection Measurements

Publication: Journal of Transportation Engineering
Volume 142, Issue 11

Abstract

Nonstructural factors, such as surface distresses and ride quality, have been commonly used as the main indicators of in-service pavement conditions. In the last decade, the concept of implementing a structural condition index in pavement management system (PMS) to complement functional condition indices has become an important goal for many highway agencies. The rolling wheel deflectometer (RWD) provides the ability to measure pavement deflection while operating at the posted speed limits causing no user delays. The objective of this study was to develop a model to predict pavement structural capacity at a length interval of 0.16 km (0.1 mi) based on RWD measurements and to assess its effectiveness in identifying structurally deficient pavement sections. Rolling wheel deflectometer data collected from 153 road sections (more than 1,600 km) in District 05 of Louisiana were used in this study. The predicted structural number (SNRWD0.16) showed an acceptable accuracy with a root-mean square error (RMSE) of 0.8 and coefficient of determination (R2) of 0.80 in the validation stage. Core samples showed that sections that were predicted to be structurally deficient suffered from asphalt stripping and material deterioration distresses. Results support that the developed model is a valuable tool that could be used in PMS at the network level to predict pavement structural condition with an acceptable level of accuracy.

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Acknowledgments

The financial support provided by the Louisiana Transportation Research Center (LTRC) is greatly appreciated. The contents of this paper do not necessarily reflect the official views or policies of the Louisiana Department of Transportation and Development (LADOTD) or the Louisiana Transportation Research Center.

References

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 142Issue 11November 2016

History

Received: Nov 5, 2015
Accepted: May 4, 2016
Published online: Jul 11, 2016
Published in print: Nov 1, 2016
Discussion open until: Dec 11, 2016

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Authors

Affiliations

Omar Elbagalati [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3526c Patrick Taylor Hall, Baton Rouge, LA 70803. E-mail: [email protected]
Mostafa A. Elseifi, Ph.D., M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3526c Patrick Taylor Hall, Baton Rouge, LA 70803 (corresponding author). E-mail: [email protected]
Kevin Gaspard [email protected]
Senior Pavement Research Engineer, Louisiana Transportation Research Center, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808. E-mail: [email protected]
Zhongjie Zhang [email protected]
Pavement Geotechnical Research Administrator, Louisiana Transportation Research Center, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808. E-mail: [email protected]

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