TESTING OF NEW BRIDGE RAIL AND TRANSITION DESIGNS. VOLUME XI: APPENDIX J - 42-IN. (1.07-M) F-SHAPE BRIDGE RAILING

A 42-in. (1.07-m) high F-shape concrete parapet bridge railing was designed and tested to performance level three of the 1989 AASHTO Guide Specifications for Bridge Railings. The parapet has a thickened section along the top to stiffen the top edge and enhance longitudinal distribution of the load. It was mounted on a 10-in. (254-mm) simulated bridge deck overhang. Acceptable performance of the parapet was demonstrated.

  • Record URL:
  • Supplemental Notes:
    • Research study title: Pooled Funds Bridge Rail Study. See also the other volumes in this series: Volume I (FHWA-RD-93-058); Volume II (FHWA-RD-93-059); Volume III (FHWA-RD-93-060); Volume IV (FHWA-RD-93-061); Volume V (FHWA-RD-93-062); Volume VI (FHWA-RD-93-063); Volume VII (FHWA-RD-93-064); Volume VIII (FHWA-RD-93-065); Volume IX (FHWA-RD-93-066); Volume X (FHWA-RD-93-067); Volume XII (FHWA-RD-93-069); Volume XIII (FHWA-RD-93-156); and Volume XIV (FHWA-RD-93-157). Volume I contains the Technical Report. Volumes II - X and XII - XIV contain, respectively, appendices A - I and K - M.
  • Corporate Authors:

    Texas Transportation Institute

    Texas A&M University System, 1600 E Lamar Boulevard
    Arlington, TX  United States  76011
  • Authors:
    • Buth, C E
    • Hirsch, T J
    • Menges, W L
  • Publication Date: 1997-6

Language

  • English

Media Info

  • Media Type: Digital/other
  • Pagination: 64 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00737913
  • Record Type: Publication
  • Source Agency: Federal Highway Administration
  • Report/Paper Numbers: FHWA-RD-93-068, Research Foundation 7069, NCP 3A5C0042 Final Rept
  • Contract Numbers: DTFH61-86-C-00071
  • Files: NTL, TRIS, USDOT
  • Created Date: Jun 3 1997 12:00AM