Bridge Deck Designs for Railing Impacts

Details

• Creators:
  Arnold, Althea ; Hirsch, T. J.
• Corporate Creators:
  Texas Transportation Institute. Texas A&M University
• Corporate Contributors:
  Texas State Department of Highways and Public Transportation ; United States. Department of Transportation. Federal Highway Administration
• Subject/TRT Terms:
  Barriers (Roads) Bridge Decks Bridge Railings Mechanical Failure Structural Design Traffic Safety
• Publication/ Report Number:
  FHWA/TX-85/17+295-1F
• Resource Type:
  Tech Report
• Geographical Coverage:
  Texas ; United States
• Edition:
  Final Report: September 1980 - August 1985
• Corporate Publisher:
  Texas Transportation Institute. Texas A&M University
• Abstract:
  Current specifications by the American Association of State Highway and Transportation Officials (AASHTO) Standard Specifications for Highway Bridges set forth certain structural design requirements for bridge railings and the corresponding bridge decks. Observations of deck failure patterns in recent crash tests and observed deck failures at vehicle collision sites have raised questions concerning current specifications. The Texas Transportation Institute, in conjunction with the Texas State Department of Highways and Public Transportation, has been studying the problem on three types of bridge rails used in Texas. Full-scale deck sections with a post, a parapet, or an 8 ft section of concrete safety shaped railing were built and tested. The three types tested were the Texas T10l, T202, and T5 bridge railings. The findings of this testing are reported herein.
• Format:
  PDF
• Funding:
  2-5-81-295
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:0b75a80c6c6e5453d6d4f688f6550932089502421ad3874743bbc5e37d1c4fa7978366045e3f4691c1f1a7f2e674896738f694202c630b17ce8226c62efd0d50
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/84849/dot_84849_DS1.pdf
• File Type:
  [PDF - 11.66 MB ]