Case Studies
Feb 25, 2016

Evaluation of 3D Automated Systems for the Measurement of Pavement Surface Cracking

Publication: Journal of Transportation Engineering
Volume 142, Issue 6

Abstract

Pavement management systems rely on accurate distress measurements to support transportation agency officials in making decisions on budget planning and allocation as well as on the design of maintenance and rehabilitation strategies. Errors in distress data measurements lead to inappropriate project prioritization and increased maintenance and rehabilitation costs. This paper presents an independent evaluation of the accuracy and precision of high-speed field measurements of pavement cracking taken by three different automatic three-dimensional (3D) systems that represent the state of the practice. Cracking data were collected from a field experiment designed to represent typical conditions encountered in Texas highway network and comprised twenty 550-ft pavement sections. Three vendors participated in the experiment; two of them used the same hardware (i.e., INO LCMS sensors) but different proprietary algorithms to detect and quantify surface distresses. The third vendor used PaveVision sensors. The high-speed measurements were compared to manual measurements taken statically by experienced certified raters. Further, each service provider was asked to report their results with different levels of manual intervention in order to capture the change in accuracy due to manual postprocessing of the data. The large number of false positives and low overall accuracy and precision showed by the three automated systems highlights the need for improvements on the available high-speed data collection technologies. The accuracy, along with the amount of false positives, significantly improved after applying manual postprocessing. The precision, on the other hand, was similar. In addition, a weak association between cracking measurement accuracy and surface texture was observed for every automated system.

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References

ASTM. (2009). “Standard practice for calculating pavement macrotexture mean profile depth.” ASTM E1845-09, West Conshohocken, PA.
Laurent, J., Hébert, J. F., Lefebvre, D., and Savard, Y. (2012). “3D laser road profiling for the automated measurement of road surface conditions and geometry.” 7th RILEM Int. Conf. on Cracking in Pavements, Springer, Netherlands.
Madanat, S. M., Prozzi, J. A., and Han, M. (2002). “Effect of performance model accuracy on optimal pavement design.” Comput. -Aided Civ. Infrastruct. Eng., 17(1), 22–30.
McNemar, Q. (1947). “Note on the sampling error of the difference between correlated proportions or percentages.” Psychometrika, 12(2), 153–157.
Miller, J. S., and Bellinger, W. (2003). “Distress identification manual for the long-term pavement performance program (fourth revised edition).”, FHWA Office of Infrastructure Research and Development, McLean, VA.
Ng, M., Zhang, Z. and Waller, S. T. (2011). “The price of uncertainty in pavement infrastructure management planning: An integer programing approach.” Transp. Res. Part C, 19(6), 1326–1338.
Qiu, X., and Wang, F. (2014). “Use of automated survey for surface cracking distress condition in a pavement management system.” Pavement materials, structures, and performance, ASCE, Reston, VA, 351–363.
Saliminejad, S., and Gharaibeh, N. (2013). “Impact of error in pavement condition data on output of network-level pavement management systems.” Transp. Res. Rec., 2366, 110–119.
Serigos, P. A., Burton, M., de Fortier Smit, A., Prozzi, J. A., and Murphy, M. R. (2014a). “Field evaluation of automated distress measuring equipment.”, Center for Transportation Research, Austin, TX.
Serigos, P. A., Karki, P., Zhang, Z. and Prozzi, J. A. (2014b). “Impact of upgrading distress measurement system on assessed pavement network condition.” TRB 93rd Annual Meeting Compendium of Papers, Center for Transportation Research, Austin, TX.
Wang, K. C. P., and Smadi, O. (2011). “Automated imaging technologies for pavement distress surveys.”, Transportation Research Board, Washington, DC.
Wix, R. and Leschinski, R. (2012). “Cracking—A tale of four systems.” 25th ARRB Conf., ARRB, Melbourne, VIC, Australia.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 142Issue 6June 2016

History

Received: Jul 7, 2015
Accepted: Dec 8, 2015
Published online: Feb 25, 2016
Published in print: Jun 1, 2016
Discussion open until: Jul 25, 2016

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Authors

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Pedro A. Serigos, S.M.ASCE [email protected]
Ph.D. Candidate and Graduate Research Assistant, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, ECJ Bldg., Ste. 6.506 (C1761), Austin, TX 78712 (corresponding author). E-mail: [email protected]
Jorge A. Prozzi, Ph.D., M.ASCE [email protected]
Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, ECJ Bldg., Ste. 6.10 (C1761), Austin, TX 78712. E-mail: [email protected]
Andre de Fortier Smit, Ph.D. [email protected]
Research Associate, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, ECJ Bldg., Ste. 6.10 (C1761), Austin, TX 78712. E-mail: [email protected]
Michael R. Murphy, Ph.D. [email protected]
Research Engineer, Center for Transportation Research, Univ. of Texas at Austin, 1616 Guadalupe St., Suite 4.202, Austin, TX 78701. E-mail: [email protected]

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