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First published January 1997

Testing and Evaluation of Merritt Parkway Guiderail

Abstract

A blocked-out steel-backed timber guiderail and transition on steel posts were successfully developed and crash-tested in accordance with requirements set forth in NCHRP Report 350 for Test Level 3. The timber guiderail system was developed for placement along the scenic Merritt Parkway in Connecticut. The timber guiderail and transition were constructed from rough-sawn commercial Grade 1 southern pine backed with a 10- x 152-mm ASTM A588 Grade 50 structural steel plate. The guiderail was supported by W150 x 22.5 steel posts 2 m long, spaced 3.05 m through the length-of-need section. Reduced post spacings of 0.8 m and 1.5 m were used in the transition section.

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References

1. 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.

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Article first published: January 1997
Issue published: January 1997

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© 1997 National Academy of Sciences.
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Authors

Affiliations

Eric C. Lohrey
Connecticut Department of Transportation, 280 West St., Rocky Hill, Conn. 06067
John F. Carney, III
Worcester Polytechnic Institute, 100 Institute Road, Worcester, Mass. 06109
D. Lance Bullard, Jr.
Texas Transportation Institute, Texas A&M University, College Station, Tex. 77843
Dean C. Alberson
Texas Transportation Institute, Texas A&M University, College Station, Tex. 77843
Wanda L. Menges
Texas Transportation Institute, Texas A&M University, College Station, Tex. 77843

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

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  1. Development and structural testing of a composite-reinforced timber hi...
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