Technical Papers
Apr 2, 2012

Critical Assessment of Measuring Concrete Joint Faulting Using 3D Continuous Pavement Profile Data

Publication: Journal of Transportation Engineering
Volume 138, Issue 11

Abstract

Faulting has traditionally been collected by using manual methods, which are labor intensive, time-consuming, and hazardous to workers and drivers. Therefore, alternative methods for effectively and safely collecting faulting data are needed. With emerging laser technology originally designed for crack detection, high-resolution, full lane-width coverage, three-dimensional (3D) continuous pavement profile data can now be acquired. This paper critically assesses the feasibility of using this 3D continuous pavement profile data for measuring faulting with a special focus on accuracy and repeatability. Controlled field tests were conducted to evaluate the accuracy for faulting in different ranges. Field tests were conducted at highway speeds on I-16 in Georgia to evaluate the repeatability and feasibility of the proposed method. Results show the proposed method can estimate faulting with an average error of less than 1 mm compared with those measured using the Georgia fault meter, and it can achieve reasonable repeatability with a standard deviation less than 1 mm in repeated runs at different highway speeds. Two tests have demonstrated that it is feasible to collect faulting data using 3D continuous pavement profile data. Recommendations for future research are also discussed.

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Acknowledgments

The writers would like to acknowledge the assistance of Mr. Curtis Grovner, the liaison of concrete condition evaluation of the Georgia Department of Transportation (GDOT) for collecting the faulting data on I-16 in Georgia. The writers would also like to thank Mr. Abdenour Nazef from the Florida Department of Transportation (FDOT), Mr. James Watkins from the Mississippi Department of Transportation, and Mr. Rick Miller from the Kansas Department of Transportation (KDOT) for their inputs. In addition, the writers would like to thank the support provided by the Program for Changjiang Scholars and Innovative Research Team in University (No. 1050) for exchanging current Chinese video log image data collection practices.

References

Burnham, T. (2003). PCC joint faulting measurements at the Mn/road project, Minnesota Dept. of Transportation, Saint Paul, MN.
Federal Highway Administration (FHWA). (2006). “Integrated materials and construction practices for concrete pavement: A state-of-the practice manual.”, Washington, DC.
Fofi, D., Sliwa, T., and Voisin, Y. (2004). “A comparative survey on invisible structured light.” Proc., SPIE 5303 (90), SPIE, San Jose, CA.
Georgia Department of Transportation (GDOT). (2004). Concrete pavement condition survey instructional manual, Georgia Department of Transportation, Atlanta.
Jung, Y. S., Freeman, T. J., and Zollinger, D. G. (2008). Guidelines for routine maintenance of concrete pavements, Texas Transportation Institute, College Station, TX.
Laurent, J., Lefebvre, D., and Samson, E. (2008). “Development of a new 3D transverse laser profiling system for the automatic measurement of road cracks.” Proc., 6th Symp. on Pavement Surface Characteristics (SURF), World Road Association (PIARC), France.
Li, Q., Yao, M., Yao, X., and Xu, B. (2010). “A real-time 3D scanning system for pavement distortion inspection.” Measure. Sci. Tech., 21(1), 1–8.
McGhee, K. H. (2004). NCHRP Synthesis 334: Automated pavement distress collection techniques, Transportation Research Board of the National Academies, Washington, DC.
Nazef, A., Mraz, A., Lyer, S., and Choubane, B. (2009). “Semi-automated faulting measurement for rigid pavements.”, Transportation Research Board, Washington, DC, 121–137.
Office of Highway Policy Administration (OHPA) and Federal Highway Administration (FHWA). (2008). HPMS reassessment 2010+ final report, USDOT, OHPI, and FHWA, Washington, DC.
Tsai, Y., and Li, F. (2012). “Critical assessment of detecting asphalt pavement cracks under different lighting and low intensity contrast conditions using emerging 3D laser technology.” J. Transp. Eng., 138(5), 649–656.
Tsai, Y., Wang, Z., and Feng, L. (2010). “Assessment of rut depth measurement using emerging 3D continuous laser profiling technology.” Proc., Transportation Research Board 90th Annual Meeting, Transportation Research Board of the National Academies, Washington, DC.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 138Issue 11November 2012
Pages: 1291 - 1296

History

Received: Jun 22, 2011
Accepted: Mar 30, 2012
Published online: Apr 2, 2012
Published in print: Nov 1, 2012

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Authors

Affiliations

Yichang (James) Tsai
P.E.
Associate Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Drive NW, Atlanta, GA 30332; Changjiang Scholar, Chang’an Univ., Xi’an, Shannxi, China.
Research Engineer, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Drive NW, Atlanta, GA 30332 (corresponding author). E-mail: [email protected]
Chengbo Ai
Ph.D. Student, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Drive NW, Atlanta, GA 30332.
Eric Pitts
P.E.
State Maintenance Engineer, Office of Maintenance, Georgia Dept. of Transportation, One Georgia Center, 600 West Peachtree NW, Atlanta, GA 30308.

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