Testing of New Bridge Rail and Transition Designs: Volume II: Appendix A: Oregon Side Mounted Bridge Railing

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

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

i

Testing of New Bridge Rail and Transition Designs: Volume II: Appendix A: Oregon Side Mounted Bridge Railing

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

Select the Download button to view the document

This document is over 5mb in size and cannot be previewed

English

Details You May Also Like

Details:

Creators:

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

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

United States. Federal Highway Administration
Subject/TRT Terms:

[+]

Barriers (Roads) Bridge Railings--Testing Bridges--Safety Measures Highway Safety Impact Tests
Publication/ Report Number:

FHWA-RD-93-059
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

United States. Federal Highway Administration
Abstract:

The Oregon side-mounted bridge railing consists of a 10-gauge thrie-beam mounted on W6x15 posts. A structural analysis of the railing indicates it will resist approximately 25 kips (111 kN) from a colliding vehicle. Full-scale crash tests demonstrated acceptable performance for performance level one of the 1989 AASHTO Guide Specifications for Bridge Railings.
Format:

PDF
Funding:

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

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha-512:9434c32118fea2b0627564c42bab27658efcda78efc66b403326fc610bdddc047aecb9a1450905be72f48e0a79df635552404398c5b41889e2f714a16dab3703
Download URL:

https://rosap.ntl.bts.gov/view/dot/41571/dot_41571_DS1.pdf
File Type:

[PDF-6.55 MB]