Testing of New Bridge Rail and Transition Design, Volume XII: Appendix K, Oregon Transition

Buth, C. Eugene; Hirsch, Teddy James; Menges, Wanda L.; Texas A&M University. Texas Transportation Institute

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Testing of New Bridge Rail and Transition Design, Volume XII: Appendix K, Oregon Transition

1997-06-01
By Buth, C. Eugene ; Hirsch, Teddy James ; Menges, Wanda L.

[PDF-1.70 MB]

English

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Creators:

Buth, C. Eugene ; Hirsch, Teddy James ; Menges, Wanda L.

Buth, C. Eugene ; Hirsch, Teddy James ; Menges, Wanda L. Less -
Corporate Creators:

Texas A&M University. Texas Transportation Institute
Contributors:

McDevitt, Charles F.
Corporate Contributors:

United States. Federal Highway Administration. Office of Safety and Traffic Operations R&D
Subject/TRT Terms:

[+]

Bridge Railings Crashes Crash Tests Design Guardrail Transition Sections Performance Evaluations Specifications Testing
Publication/ Report Number:

FHWA-RD-93-069
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

United States. Department of Transportation. Federal Highway Administration
Abstract:

A transition for the Oregon side-mounted thrie-beam bridge railing was developed and tested to performance level one of the 1989 AASHTO Guide Specifications for Bridge Railings. Acceptable performance of the transition was demonstrated. Post spacing in the transition area is 3 ft 1 1/2 in. (953 mm). A 12 ft 6 in. (3.81 m) length of thrie-beam which curves behind the guardrail post on the approach end is used in the transition.
Format:

PDF
Funding:

DTFH61-86-C-00071
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:802973f3a3cfe851e31358928792bd4a61353dc49a9dde7f09f6b4d11aca9e57
Download URL:

https://rosap.ntl.bts.gov/view/dot/68105/dot_68105_DS1.pdf
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Testing of New Bridge Rail and Transition Design, Volume XII: Appendix K, Oregon Transition

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