Testing of New Bridge Rail and Transition Designs, Volume VII: Appendix F, 32-in (813-mm) 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 VII: Appendix F, 32-in (813-mm) F-Shape Bridge Railing

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

[PDF-4.67 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 Parapets Performance Evaluations Specifications Testing
Publication/ Report Number:

FHWA-RD-93-064
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

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

The 32-in. (813-mm) F-shape concrete parapet is similar to the New Jersey safety shape. The F-shape was designed and tested to performance level two of the 1989 AASHTO Guide Specifications for Bridge Railings and acceptable performance was obtained. Computed ultimate strength of the railing with the steel reinforcement used was 59 kips (263 kN).
Format:

PDF
Funding:

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

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:3f565b0e9b025dcce05628d76515d12d052c8c061b4764e28a1f22fe0f42a7bd
Download URL:

https://rosap.ntl.bts.gov/view/dot/68144/dot_68144_DS1.pdf
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Testing of New Bridge Rail and Transition Designs, Volume VII: Appendix F, 32-in (813-mm) F-Shape Bridge Railing

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