New MASH-Compliant Guardrail System for Placement on Slope

The 2002 American Association of State Highway and Transportation Officials (AASHTO) Roadside Design Guide recommends that w-beam guardrail be installed with the back of the guardrail post positioned 2’ in front of a slope break. In rolling and mountainous terrain or in locations with restrictive environmental conditions, it is often difficult to provide this width. As a result, designers must evaluate trade-offs between reduced shoulder width and guardrail installations that are less than optimal. In many instances, guardrail is installed with longer posts to provide adequate soil embedment. In the most restrictive site conditions, the post lengths are excessively long and complicate system installation and maintenance repairs. The research team used crash simulation and finite element analysis, followed by full scale crash testing to explore system performance with standard w-beam guardrail components. The project focused on designs that minimized post length. A 31” high w-beam guardrail system with 8 foot long posts, spaced on 6’- 3” centers met MASH test level 3 criteria, when placed with the face of rail over the slope break point on a 2H:1V fill slope.

Language

  • English

Media Info

  • Media Type: Digital/other
  • Features: Figures; Photos; References;
  • Pagination: 21p
  • Monograph Title: TRB 92nd Annual Meeting Compendium of Papers

Subject/Index Terms

Filing Info

  • Accession Number: 01474150
  • Record Type: Publication
  • Report/Paper Numbers: 13-5221
  • Files: PRP, TRIS, TRB, ATRI
  • Created Date: Feb 28 2013 2:42PM