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:
  • Supplemental Notes:
    • See also Volume 2, Appendix B (FHWA/RD-86/179) and Volume 3, Appendixes C and D (FHWA/RD-86/180).
  • Corporate Authors:

    Southwest Research Institute

    6220 Culebra Road, P.O. Drawer 28510
    San Antonio, TX  United States  78228-0510

    Federal 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

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