Testing of New Bridge Rail and Transition Designs, Volume XI: Appendix J, 42-in (1.07-m) F-Shape Bridge Railing

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 Designs, Volume XI: Appendix J, 42-in (1.07-m) F-Shape Bridge Railing

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

[PDF-1.65 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 Crash Tests Design Parapets Performance Evaluations Specifications Testing
Publication/ Report Number:

FHWA-RD-93-068
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

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

A 42-in. (1.07-m) high F-shape concrete parapet bridge railing was designed and tested to performance level three of the 1989 AASHTO Guide Specifications for Bridge Railings. The parapet has a thickened section along the top to stiffen the top edge and enhance longitudinal distribution of the load. It was mounted on a 10-in. (254-mm) simulated bridge deck overhang. Acceptable performance of the parapet was demonstrated.
Format:

PDF
Funding:

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

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:d6bcac8cc47ac3e71467f483542075ad46332b94bc40e1033737ba580eff298d
Download URL:

https://rosap.ntl.bts.gov/view/dot/68101/dot_68101_DS1.pdf
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Testing of New Bridge Rail and Transition Designs, Volume XI: Appendix J, 42-in (1.07-m) F-Shape Bridge Railing

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