Technical Papers
Mar 27, 2018

Analysis of In-Service Traffic Sign Visual Condition: Tree-Based Model for Mobile LiDAR and Digital Photolog Data

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 144, Issue 6

Abstract

Because the important task of traffic signs is to provide drivers with valuable information, the replacement of ineffective signs leads to a safer and more efficient environment for road users. Previously, many researchers studied traffic signs from the perspective of the road user. However, research regarding the identification of factors contributing to sign degradation is far from complete. To fill this gap, this study examines a large number of possible explanatory variables that may affect a sign’s visual condition. A data integration strategy is proposed to combine a large traffic sign data set with location and climate information. The Random Forests model and Odds ratio were applied to analyze the mobile light detection and ranging (LiDAR) and digital photolog data and rank all of the contributing factors based on their importance to the sign visual condition. The results showed that the odds of sign failure for signs with mount height less than or equal to 2 m were between 1.55 and 1.72 times those of signs placed higher than 2 m. These findings may reflect the importance of snow frequency and vandalism factors. The findings also revealed that air pollutants were among the most important contributing factors to traffic sign deterioration. Based on the results, a sign inspection schedule is also proposed. The findings of this study provide transportation agencies with useful information in identifying traffic signs that are more likely to be degraded. This study also provides a basis for employing advanced data collection and integration methods to assess the performance of transportation systems with greater consistency and establish asset tracking and risk analysis plans, and thus improve the efficiency of the surface transportation systems by making informed decisions.

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Acknowledgments

This research was conducted with the help and support of the Utah Department of Transportation. The authors would like to acknowledge UDOT’s support. The authors would also like to express thanks to Mandli Communications Inc. for collecting mobile data and to Wesley Boggs, Travis Evans, and Kevin Gardiner, all of whom collected the manual data. The geographic information system (GIS) data were obtained with the assistance of Dr. David Tarboton. This assistance is gratefully acknowledged.

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 144Issue 6June 2018

History

Received: Feb 26, 2016
Accepted: Oct 13, 2017
Published online: Mar 27, 2018
Published in print: Jun 1, 2018
Discussion open until: Aug 27, 2018

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Authors

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M. Khalilikhah, Ph.D. [email protected]
Presently, Senior Planning Specialist, Long Range Planning Division of Tennessee Dept. of Transportation, 505 Deaderick St., Suite 900, Nashville, TN 37243; formerly, Research Associate, Dept. of Civil and Environmental Engineering, Virginia Tech, 900 North Glebe Rd., Arlington, VA 22203 (corresponding author). E-mail: [email protected]; [email protected]
G. Fu, Ph.D. [email protected]
Assistant Professor, Dept. of Mathematics and Statistics, Utah State Univ., 3900 Old Main Hill, Logan, UT 84322. E-mail: [email protected]
K. Heaslip, Ph.D. [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, 900 North Glebe Rd., Arlington, VA 22203. E-mail: [email protected]
P. Carlson, Ph.D. [email protected]
P.E.
Operations and Roadway Safety Division Head, Texas A&M Transportation Institute, 3135 TAMU, College Station, TX 77843. E-mail: [email protected]

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