| Author(s): |
James C. Holloway
Dean L. Sicking Ronald K. Faller |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Transportation Research Record: Journal of the Transportation Research Board, January 1996, n. 1, v. 1528 |
| Page(s): | 116-123 |
| DOI: | 10.1177/0361198196152800112 |
| Abstract: |
The safety performance of a 737-mm (29-in.)-high open concrete bridge railing was evaluated. The evaluation included four full-scale crash tests, investigating two critical impact locations where structural failure was most likely to occur. Each impact location was evaluated with a single-unit truck and a ballasted pickup truck. The safety performance of the 737-mm-high open concrete bridge rail was shown to meet the Performance Level 2 requirements specified in the AASHTO Guide Specifications for Bridge Railings (1989). |
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10778603 - Published on:
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12/05/2024
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