Improved method for roadside barrier length of need modeling using real-world trajectories |
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Authors: | Nicholas S. Johnson Robert Thomson Hampton C. Gabler |
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Affiliation: | 1. Virginia Tech, Department of Biomedical Engineering and Mechanics, 445 Kelly Hall, Stanger St. (MC 0194), Blacksburg, VA 24061-0194, United States;2. Chalmers University of Technology, 41296 Göteborg, Sweden |
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Abstract: | The 2011 AASHTO Roadside Design Guide (RDG) contains perhaps the most widely used procedure for choosing an appropriate length of need (LON) for roadside barriers. However, this procedure has several limitations. The procedure uses a highly simplified model of vehicle departure, and the procedure does not allow designers to specify an explicit level of protection. A new procedure for choosing LON that addresses these limitations is presented in this paper. This new procedure is based on recent, real-world road departure trajectories and uses this departure data in a more realistic way. The new procedure also allows LON to be specified for a precisely known level of protection – a level which can be based on number of crashes, injury outcomes or even estimated crash cost – while still remaining straightforward and quick to use like the 2011 RDG procedure. |
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Keywords: | Roadside barrier Length of need Roadside design Road departure crashes |
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