Testing and Evaluation of the Florida F Shape Bridge Rail with Reduced Deck Thickness

Details

• Creators:
  Alberson, Dean C. ; Williams, William F. ; Menges, Wanda L.
• Corporate Creators:
  Texas Transportation Institute. Texas A&M University
• Corporate Contributors:
  Texas Department of Transportation. Research and Technology Implementation Office ; United States. Department of Transportation. Federal Highway Administration
• Subject/TRT Terms:
  Bridge Decks Bridge Railings Crash Tests Load And Resistance Factor Design Roadside Thickness Transportation Safety Vehicle Mix
• Publication/ Report Number:
  FHWA/TX-05/9-8132-3
• Resource Type:
  Tech Report
• Geographical Coverage:
  United States ; Texas
• Edition:
  September 2002 – January 2005
• Corporate Publisher:
  Texas Transportation Institute. Texas A&M University
• Abstract:
  Ultimately, a bridge rail should contain and redirect errant vehicles with minimal damage to the bridge structure. A number of different types of concrete safety-shaped bridge rails are used by most states. Over the years, a number of different reinforcement schemes have been used, and most have withstood the rigors of the highway environment. Obviously, reinforcement schemes may vary significantly and still achieve the objective to contain and redirect errant design vehicles. As experience is gained with bridge rails, designs change. The geometry, such as height, shape, and openness, may change due to vehicle mix, vehicle design changes, or public opinion. However, a move to a new design does not necessarily negate the usefulness of older systems. Or an upgrade in performance requirements does not automatically indicate the older system will not perform acceptably when impacted under new performance requirement conditions. The safety performance of bridge rails is ultimately evaluated by a performance-based test, i.e. a full-scale crash test.
• Format:
  PDF
• Funding:
  9-8132
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:eccadca20d2ced9faf4807db5e41de8b6fae4a115eaeaa43c20ac64049644f6105070d02f84305d5c54c6dfcea3ddfeb8109bcf1c5bdd90a20d2be8e86c2dd76
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/86544/dot_86544_DS1.pdf
• File Type:
  [PDF - 2.14 MB ]