Guidelines for Cost-Effective Safety Treatments of Roadside Ditches (2021) / Chapter Skim
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ii Driver Alcohol Use ...............................................................................................................
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iii Vehicle Models ...................................................................................................................
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iv LIST OF FIGURES Figure 1.1. Number of fatal crashes and fatalities involving vehicles striking ditches as FHE, from 1994 to 2008.
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v Figure 6.10. Results of the sensitivity analyses for determining perception-reaction time.
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vi Figure 8.1. Exceedance probability of the extent of lateral encroachments: ditches with various BTWs, SHW = 6 ft, FSW = 8 ft, BSW = 8 ft.
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vii Figure 9.2. NCPE for simulated ditch configurations with and without slope rounding treatments: 4D65, BTW = 4 ft.
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viii LIST OF TABLES Table 1.1. Distributions of crashes by MHE: for fatal crashes involving vehicles striking ditches as FHE in 2008 (6)
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ix Table 4.22. Average cost per crash by police-reported injury severity level for ditch/culvert initiated crashes.
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