GUARDRAIL-BRIDGE RAIL TRANSITION DESIGNS. VOLUME 1: RESEARCH REPORT. FINAL REPORT
This project was concerned with the transition designs used between W-beam and thrie guardrail, and rigid bridge rail parapets or wingwalls. State designs submitted to the Federal Highway Administration (FHWA) were rated and designs selected for crash test evaluation. New designs were also formulated and subjected to crash test evaluation. Most of the crash tests were conducted with 4500-lb (2000-kg) cars at 60 mph (95 km/hr) and a 25-degree angle. Design drawings are presented along with recommendations for use of these transition designs. Guidelines for transition features are given and design procedures for independent end blocks are given.
- Record URL:
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Supplemental Notes:
- See also Volume 2, Appendix B (FHWA/RD-86/179) and Volume 3, Appendixes C and D (FHWA/RD-86/180).
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Corporate Authors:
Southwest Research Institute
6220 Culebra Road, P.O. Drawer 28510
San Antonio, TX United States 78228-0510Federal Highway Administration
Turner-Fairbank Highway Research Center, 6300 Georgetown Pike
McLean, VA United States 22101 -
Authors:
- Bronstad, M E
- Calcote, L R
- Ray, M H
- Mayer, J B
- Publication Date: 1988-4
Media Info
- Media Type: Digital/other
- Features: Appendices; Figures; References; Tables;
- Pagination: 188 p.
Subject/Index Terms
- TRT Terms: Blocks; Bridge railings; Crash tests; Crashes; Design; Guardrail transition sections; Guardrails; Guidelines; Recommendations; Testing; Thrie beams
- Uncontrolled Terms: Transition zones; W beams
- Old TRIS Terms: End blocks
- Subject Areas: Design; Highways; Research; Safety and Human Factors; I85: Safety Devices used in Transport Infrastructure;
Filing Info
- Accession Number: 00470945
- Record Type: Publication
- Report/Paper Numbers: FHWA/RD-86/178, Rept 06-7642-1, 31T2322
- Contract Numbers: DTFH61-83-C-00028
- Files: NTL, TRIS, ATRI, USDOT
- Created Date: Aug 31 1988 12:00AM