Crash Testing and Evaluation of F-Shape Barriers on Slopes (0-5210-3)

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Author(s):

N.M. Sheikh, R.P. Bligh, W.L. Menges

Publication Date:

March 2008

Abstract:

The TxDOT Roadway Design Manual currently suggests that concrete barrier not be placed on slopes steeper than 10H:1V. This suggestion has limited the placement of concrete barriers to narrow, flat, paved medians or at the edge of the shoulder. Based on the results of full-scale crash testing, researchers determined that TxDOT's cast-in-place permanent F- shape barrier and the precast free-standing X-bolt F-shape barrier are suitable for placement on roadside and median foreslopes of 6H:1V or less. Additionally, these barriers are suitable to be placed at any lateral offset from the roadway edge, and for any width of depressed V-ditch median as long as the barrier is placed at its center. Further, similar or better performance would be expected for barrier placement on more gentle (e.g., 8H:1V) slopes. Increasing the maximum slope on which median barriers can be placed will allow many installations to be placed further from the travelway, which in turn will most likely lead to a reduction in barrier impact frequency and severity.

Report Number:

0-5210-3

Keywords:

Median Barriers, Portable Concrete Barriers, F-Shape Barriers, Roadside Slopes, Crash Testing, Roadside Safety, Finite Element Analysis, Simulation

Electronic Link(s):

Document/Product: http://tti.tamu.edu/documents/0-5210-3.pdf

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