Case Studies
May 19, 2017

Condition Assessment of Ground-Mount Cantilever Weathering-Steel Overhead Sign Structures

Publication: Journal of Infrastructure Systems
Volume 23, Issue 4

Abstract

This paper is a part of an expansive research work aimed at assessing 82 weathering steel overhead sign structures (WSOSSs) in the Charleston Interstate System in West Virginia. A total of 26 comprehensive inspection forms were developed to objectively evaluate the current condition of 11 general types of sign structures. This article focuses on analyzing 25 single-armed and double-armed ground-mount-cantilever WSOSSs (GMC-WSOSSs). A reliable ultrasonic testing technique was used to examine key components of the sign structures while the other components were inspected by visual inspection technique. A rating methodology was developed to evaluate the sign structures at both the element level and their overall condition. The element condition was rated based on the developed rating criteria and score. The overall condition of each sign structure was then evaluated by the ratio between the total score of each structure (S) and its maximum possible total score (Smax). As a result of this work, it is concluded that all the GMC-WSOSSs performed relatively well after more than 40 years of service and exposure to moist weather condition of Kanawha County (climate zone 4A). Specifically, as a result of the developed rating methodology, 52% of sign structures were found to be in fair condition and 48% were in good condition. The rating system is intended to assist the West Virginia Department of Transportation in making rational decisions about whether there is a need to repair or replace at-risk elements, connections, or structures.

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Acknowledgments

The authors would like to acknowledge the support provided by the West Virginia Department of Transportation (WVDOT), Division of Highways, and the Federal Highway Administration. The authors would also like to thank Director Cindy Cramer, Mr. Ted Whitmore, and Mr. Ray Lewis of the WVDOT Traffic Engineering Division for their invaluable guidance and support. The views of the authors expressed in this paper do not represent the official views or policies of the WVDOT.

References

AASHTO. (2009). Standard specifications for structural supports for highway signs, luminaires, and traffic signals, 5th Ed., Washington, DC.
ABAQUS [Computer software]. Dassault Systemes, Waltham, MA.
ASTM. (2012). “Standard specification for steel bars, carbon, hot-wrought, special quality.” ASTM A576, West Conshohocken, PA.
ASTM. (2013). “Standard specification for high-strength low-alloy structural steel.” ASTM A242, West Conshohocken, PA.
ASTM. (2015a). “Standard specification for high-strength low-alloy structural steel, up to 50 ksi [345 mpa] minimum yield point, with atmospheric corrosion resistance.” ASTM A588, West Conshohocken, PA.
ASTM. (2015b). “Standard specification for hot-formed welded and seamless high-strength low-alloy structural tubing.” ASTM A618, West Conshohocken, PA.
ASTM. (2015c). “Standard specification for zinc (hot-dip galvanized) coatings on iron and steel products.” ASTM A123, West Conshohocken, PA.
ASTM. (2016). “Standard specification for zinc coating (hot-dip) on iron and steel hardware.” ASTM A153, West Conshohocken, PA.
Barth, K., Albrecht, P., and Righman, J. (2005). “Performance of weathering steel bridges in West Virginia.”, West Virginia Dept. of Highways, Charleston, WV.
Barth, K., and McConnell, J. (2010). “An assessment of weathering steel bridges in West Virginia.” Proc., Int. Conf. on Short and Medium Span Bridges, Canadian Society for Civil Engineering, Montreal.
Damgaard, N., Walbridge, S., Hansson, C., and Yeung, J. (2010). “Corrosion protection and assessment of weathering steel highway structures.” J. Constr. Steel Res., 66(10), 1174–1185.
FHWA (Federal Highway Administration). (2005). “Guidelines for the installation, inspection, maintenance and repair of structural supports for highway signs, luminaires, and traffic signals.”, Washington, DC.
ICC (International Code Council). (2012). International energy conservation code, Washington, DC.
Li, X., Whalen, T. M., and Bowman, M. D. (2006a). “Fatigue strength and evaluation of sign structures. Volume 1—Analysis and evaluation.”, Joint Transportation Research Program, Indiana Dept. of Transportation and Purdue Univ., West Lafayette, IN.
Li, X., Whalen, T. M., and Bowman, M. D. (2006b). “Fatigue strength and evaluation of sign structures. Volume 2—Sign structure inspection manual.”, Joint Transportation Research Program, Indiana Dept. of Transportation and Purdue Univ., West Lafayette, IN.
MDOT (Michigan Department of Transportation). (1989). “Inspection of sign support structures.”, Lansing, MI.
NYSDOT (New York State Department of Transportation). (1999). ”Overhead sign structure: Inventory and inspection manual.” Albany, NY.
Phares, B. M., Washer, G. A., Rolander, D. D., Graybeal, B. A., and Moore, M. (2004). “Routine highway bridge inspection condition documentation accuracy and reliability.” J. Bridge Eng., 403–413.
VDOT (Virginia Department of Transportation). (2006). “Procedures for inventory and inspection of traffic control device structures.” Richmond, VA.
Zatar, W., and Nguyen, H. (2014). “Evaluation of weathering steel overhead sign structures in West Virginia.”, West Virginia Dept. of Transportation, Division of Highways, Charleston, WV.
Zatar, W., Nguyen, H., Whitmore, T., and Lewis, R. (2015a). “An inspection framework for assessing condition of ground mount truss/cantilever overhead sign structures.” Proc., 94th Annual Meeting of Transportation Research Board, Transportation Research Board, Washington, DC.
Zatar, W., Nguyen, H., Whitmore, T., and Lewis, R. (2015b). “Assessment of weathering steel overhead sign structures in West Virginia.” Proc., Int. Symp. on Non-Destructive Testing in Civil Engineering, NDT.net, Bad Breisig, Germany.

Information & Authors

Information

Published In

Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 23Issue 4December 2017

History

Received: Sep 1, 2015
Accepted: Feb 15, 2017
Published online: May 19, 2017
Discussion open until: Oct 19, 2017
Published in print: Dec 1, 2017

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Authors

Affiliations

Dean and Professor, College of Information Technology and Engineering, Marshall Univ., Suite 2103, Arthur Weisberg Family Applied Engineering Complex, One John Marshall Dr., Huntington, WV 25755. E-mail: [email protected]
Hai Nguyen, Ph.D. [email protected]
Research Engineer, College of Information Technology and Engineering, Marshall Univ., Suite 2302-D, Arthur Weisberg Family Applied Engineering Complex, One John Marshall Dr., Huntington, WV 25755. (corresponding author). E-mail: [email protected]

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