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Research article
First published January 1996

Dual-Support Breakaway Sign with Modified Fuse Plate and Multidirectional Slip Base

Abstract

Dual-support breakaway signs have been used across the country for more than 25 years and have been credited with saving many lives. A very important feature of this system is the ability of its support to swing up and out of the way when it is struck by an errant vehicle. Another critical feature of the sign system is its ability to withstand wind loads without causing structural damage to the system. A modified dual-support breakaway sign system that improves on both criteria is proposed. A dual-support breakaway sign with a multidirectional slip base performed acceptably during full-scale crash testing. The sign tested consisted of 4.8-m-tall, W6 × 9-wide flange posts with a sign 3.05 m wide by 2.44 m tall. The research indicated that the modified system does not pose any significant hazard for vehicles striking one of the supports at angles of up to 25 degrees. Changing the material of the fuse plate to an A572 Grade 50 steel creates a stronger connection that significantly improves the wind load capacity of the sign system. The proposed material for the fuse plate did not hinder the safety performance of the sign: the fuse plate performed as designed under full-scale testing.

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References

1. Hirsch T. J., Fairbanks W. L., and Arnold A. Perforated Tension Fuse Plate for Breakaway Roadside Signs. Texas Transportation Institute, Texas A&M University, College Station, 1984.
2. Ross H. E. Jr., Sicking D. L., Zimmer R. A., and Michie J. D. NCHRP Report 350: Recommended Procedures for the Safety Performance Evaluation of Highway Features. TRB, National Research Council, Washington, D.C., 1993.
3. Standards Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals. AASHTO, Washington, D.C., 1985.
4. Policy, Procedure, and Design Manual. Division of Design, Missouri Highway Transportation Department.
5. Vehicle Damage Scale for Traffic Investigators. Traffic Accident Data Project Technical Bulletin No. 1. National Safety Council, Chicago, 1971.
6. Collision Deformation Classification. Recommended Practice J224 March 1980, SAE Handbook, Vol. 4. SAE, Warrendale, Pa., 1985.

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Article first published: January 1996
Issue published: January 1996

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© 1996 National Academy of Sciences.
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Authors

Affiliations

John D. Reid
Department of Mechanical Engineering, University of Nebraska—Lincoln, 255 WSEC (0656), Lincoln, Nebr. 68588.

Notes

The contents of this report reflect the views of the author, who is responsible for the facts and accuracy of the data presented here. The contents do not necessarily reflect the official views or policies of MHTD or FHWA. This report does not constitute a standard, specification, or regulation.

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This article was published in Transportation Research Record: Journal of the Transportation Research Board.

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Crossref: 2

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  2. Design and Simulation of Large Breakaway Signs
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