TECHNICAL PAPERS
Jan 1, 2002

Experimental Study of Breakaway Highway Sign Connections

Publication: Journal of Transportation Engineering
Volume 128, Issue 1

Abstract

Highway signs require breakaway base connections. These connections will slip under impact, therefore preventing injuries to the occupants of an impacting vehicle. The breakaway connection works as long as the tension of the bolts is maintained between an allowable range. A method to ensure that the bolts are tensioned to the proper value is presented. It is based on the use of Belleville spring washers. Laboratory and field tests were performed to verify the adequacy of the new method. Seven signs were selected along Florida highways. At each sign, the variations of tension in bolts installed with flat washers and with spring washers were monitored over a period of 1 year. The measurements showed that, at the time of installation, the new method was significantly more effective in ensuring the proper tension in the bolts. Similarly, over the long term, the bolts installed with spring washers maintained the tension in the bolt more effectively and without any loosening. The effectiveness of the breakaway connection with spring washers was also demonstrated during an actual car accident.

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References

AASHTO. (1996). Roadside design guide, Washington, D.C.
Almen, J. O., and Laszlo, A. (1936). “The uniform-section disc spring.” Trans., ASME, New York.
Anon. (1990). “Torque tensioning, A ten part compilation.” Fastener Technology International.
Edwards, T. C., Hirsch, T. J., and Olson, R. M. (1967). “Break-away roadside sign support structures.” HPR-2 (104), CPR-11-3550, Texas Transportation Institute.
Edwards, T. C., Hirsch, T. J., and Olson, R. M. (1968). “Design criteria for break-away sign supports.” Highway Research Record. 222.
Florida Department of Transportation (FDOT). (1994). Ground mounted single and multi-post sign inspection manual.
Florida Department of Transportation (FDOT). (1995). “Metric roadway and traffic design standards for design, construction, maintenance, and utility operations on the state highway system.” Topic No. 625-010-003-d.
Maney, G. A.(1946). “Predicting bolt tension,” Fasteners,3(5), 16–18.
Pope, M. (1991). “Test program for break-away signs.” Rep. DHT-29, Texas Department of Transportation.
Rolex Company. (1997). National Disc Spring, manufacturer’s manual, Hillside, N.J.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 128Issue 1January 2002
Pages: 17 - 20

History

Received: Sep 3, 1999
Accepted: May 29, 2001
Published online: Jan 1, 2002
Published in print: Jan 2002

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Authors

Affiliations

Jean-Paul Pinelli, P.E., A.M.ASCE
Associate Professor, Civil Engineering Dept., Florida Institute of Technology, 150 W. University Blvd., Melbourne, FL 32901.
Chelakara S. Subramanian
Associate Professor, Aerospace Engineering Dept., Florida Institute of Technology, 150 W. University Blvd., Melbourne, FL 32901.
Johan Tabora
Formerly, Research Assistant, Graduate Student, Aerospace Engineering Program, Florida Institute of Technology, 150 W. University Blvd., Melbourne, FL 32901.

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