| Author(s): |
C. Eugene Buth
Wanda L. Menges William F. Williams |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Transportation Research Record: Journal of the Transportation Research Board, January 2000, n. 1, v. 1720 |
| Page(s): | 80-94 |
| DOI: | 10.3141/1720-10 |
| Abstract: |
Design details and full-scale crash test results are presented for three bridge rails tested for compliance with NCHRP Report 350 Test Level 4 requirements. Designs of these rails are based on AASHTO LRFD Bridge Design Specifications. Each bridge rail consists of structural steel tubing rail elements mounted on wide-flange posts. The rails are generally stronger than many designs commonly used in the recent past. Full-scale crash test results demonstrated that all bridge rails meet NCHRP Report 350 safety performance requirements. |
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10778462 - Published on:
12/05/2024 - Last updated on:
12/05/2024
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