Transitions from Guardrail to Bridge Rail That Meet Safety Performance Requirements
Auteur(s): |
C. Eugene Buth
Wanda L. Menges King K. Mak Roger P. Bligh |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Transportation Research Record: Journal of the Transportation Research Board, janvier 2000, n. 1, v. 1720 |
Page(s): | 30-43 |
DOI: | 10.3141/1720-04 |
Abstrait: |
Three guardrail-to-bridge rail transitions were developed and subjected to full-scale crash tests. The transitions were ( a) a nested W-beam with W-beam rub rail that transitioned from a W-beam guardrail to a vertical concrete parapet bridge rail, ( b) a nested thrie-beam that transitioned from a W-beam guardrail to a tubular steel bridge rail, and ( c) a tubular steel transition that transitioned from a weak-post box-beam guardrail to a tubular steel bridge rail. The nested W-beam and the tubular steel transitions were tested and met NCHRP Report 350 Test Level (TL)-3 requirements. The nested thrie-beam transition was tested and met TL-4 requirements. |
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10778445 - Publié(e) le:
12.05.2024 - Modifié(e) le:
12.05.2024