Reduced-Height Performance Level 2 Bridge Rail
| Autor(en): |
James C. Holloway
Dean L. Sicking Ronald K. Faller |
|---|---|
| Medium: | Fachartikel |
| Sprache(n): | Englisch |
| Veröffentlicht in: | Transportation Research Record: Journal of the Transportation Research Board, Januar 1996, n. 1, v. 1528 |
| Seite(n): | 116-123 |
| DOI: | 10.1177/0361198196152800112 |
| Abstrakt: |
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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