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83 <br /> lib <br /> Figure 27: Prominent Crash Locations in near Pleasant Green Road (Segment E) <br /> U5 70/Palmers Grove Church Rd(SR 1562) �Vhb. <br /> A19 SMP 5.011 to MP 5.06 <br /> 7 . c Green95e�ar" <br /> 6"gxdp0.n Dr �A Ccfr _ <br /> E eYl° <br /> Reelfew�I <br /> Linden Rd ISR 1566)o'` Eno River SlaleParr <br /> r � G <br /> .-r MP 6.151 to MP 6.23 <br /> W i I Ye I;Rd'=- <br /> 6.271to MP 6.33MP 5791 to MP 5.875 University Station Rd(SR 1712)M VMP <br /> MP 6.451 t°MP 6,54 �a <br /> o� <br /> 6.561 to MP 6.61 Gfe <br /> 8 d I <br /> 7 a Pleasant Green Rd(SR 1567) I <br /> �fOti?. <br /> 59 MMP 7.011 to P 7.07 <br /> '111 <br /> 5� <br /> .1411 6.63 to MP 6.72 5 <br /> I <br /> MP 6.661 to MP 6.41 I' <br /> Legend � G MP 7.071 to MP 7.12 I <br /> Segment Crash Type Total Crashes _ a <br /> A '19 <br /> _C 51 `� Old Autumnwood(SR 1797) A� <br /> �w�6 S"Angle <br /> E LeR-Tum o E�/ NC 751 <br /> F . Rlght-Tum + Railroad Track m` Old NC 10(SR 1F15) f W <br /> Lane Departure 0 RailroadCrvssings <br /> Rear End I g <br /> Animal — <br /> Other Aonne,O <br /> 'as Rn Hillstroro�'3n Rd <br /> Segment F <br /> Segment F exceeds the respective statewide crash rates for every category and the critical rates for all categories except <br /> fatal crashes (Table 20).Segment F has the highest fatal,non-fatal injury,and night crash rates of the segments.There are <br /> clusters of run-off road crashes in the curve between the Tuscarora Drive segments(Figure 26).The high rates in this <br /> section may be partially attributable to drivers maintaining high speeds as conditions changes closer to downtown <br /> Hillsborough. <br /> `')383839p�1���3938383L` <br /> 81 US 70 Multimodal Corridor Study Existing Conditions Report <br />