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78 <br /> .OVh b <br /> Figure 25: Crashes near Buckhorn Road and Efland-Cedar Grove Road (Segments A-C) <br /> co Dnrtari <br /> n <br /> MP 2.89 to MP 2.94 <br /> r T <br /> MP 3,49 to MP 3.54 s fe..Rn <br /> Mace Rd <br /> Frazier Rd <br /> a <br /> B <br /> 5 17 6 16 - i Eilaod Elland-Cedar Grove Rd <br /> I-85 G3�nnector <br /> 2 <br /> ..- ftRilfponU <br /> r <br /> o erookhollow Rd <br /> 18 EFland-Citeek= <br /> Park 3 % — <br /> Miles y <br /> Buckhorn Rd <br /> 22 1Q <br /> - �I�CryneRo—. <br /> I <br /> n <br /> Legend <br /> Segment Crash Type Tota[Crashes --_-- -- <br /> A44 o <br /> B f i-�—�-21 _—w,_Te° aohnsf,I.n RC-:. <br /> i CI\\I`\ll�fl-N\lam/I- <br /> -D A"le W Ten Rtl <br /> E <br /> Left-Turn a <br /> p t9u- <br /> F _ RighS-Turn — Railroad Track <br /> Lane Departure 0 RailroadCro mg, _ <br /> Rear End <br /> Animal <br /> other <br /> Segment C <br /> Segment C exceeds the respective statewide crash rate for every category and the critical rate for all categories except fatal <br /> crashes (Table 17).The total crash rate is over 1.8x higher than the critical rate,and the non-fatal,night,and run-off road <br /> crash rates are over 1.6x their respective critical rates.It has the second highest crash rate of the individual segments for <br /> total,fatal,and run-off road crashes. <br /> 76 US 70 Multimodal Corridor Study Existing Conditions Report <br />