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- W2525995264 abstract "ABSTRACTGuardrails have commonly been installed to prevent errant vehicles from impacting roadside hazards. However, guardrail impacts have contributed to numerous serious injuries and fatalities. Plus, guardrails are generally impacted more often because they are installed closer to the edge of travel way and are much longer than the shielded hazard itself. Thus, to reduce the frequency of guardrail crashes, an optimized length should be determined. The American Association of State Highway and Transportation Officials (AASHTO) Roadside Design Guide (RDG) has suggested guardrail runout lengths which are dependent on posted speed limit and traffic volumes. Crash data analyses and simulation using the recently-updated Roadside Safety Analysis Program (RSAPv3) was conducted to evaluate the guardrail length-of-need (LON) associated with the lowest crash cost (i.e., cost associated with injuries and property damage) and maximum cost-effectiveness for freeways. Crash data involving Kansas guardrail systems, wh..." @default.
- W2525995264 created "2016-10-07" @default.
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- W2525995264 date "2016-09-27" @default.
- W2525995264 modified "2023-09-24" @default.
- W2525995264 title "Optimal guardrail runout lengths for freeways" @default.
- W2525995264 cites W2043637033 @default.
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- W2525995264 doi "https://doi.org/10.1080/19439962.2016.1237599" @default.
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