Orange County NC Website
Browse       Search
7 <br /> US 70 Multimodal Corridor Study <br /> 6.3 Implementation Priorities..................................................................................................129 <br /> 6.3.1 Summary of Funding Opportunities.............................................................................130 <br /> List of Tables <br /> Table No. Description Page <br /> Table 1 US 70 Corridor Plan Goals..................................................................................................................13 <br /> Table 2 Managed Protected Areas in Project Area...................................................................................15 <br /> Table 3 Historic Properties in the Project Area...........................................................................................25 <br /> Table4 Streetlight AADTs..................................................................................................................................33 <br /> Table 5 StreetLight Estimated AADTs.............................................................................................................33 <br /> Table 6 2019 Speed Data and Limits..............................................................................................................34 <br /> Table7 2019 Truck Percentages.......................................................................................................................36 <br /> Table 8 2022 Corridor Level of Service Summary for US 70 Using Two-Lane Highways Analysis <br /> .......................................................................................................................................................39 <br /> Table 9 Corridor Level of Service Summary for US 70 in Segment A (Mebane) and Segments <br /> C-D (Hillsborough)................................................................................................................39 <br /> Table 10 2022 Intersections AM and PM Peak Hour LOS Summary....................................................41 <br /> Table 11 2050 Corridor Level of Service Summary for US 70 Using Two-Lane Highways Analysis <br /> .......................................................................................................................................................47 <br /> Table 12 2050 AM and PM Peak Hour Intersection Level of Service Summary..............................48 <br /> Table 13 Corridor Segment Bicycle LOS Summary for US 70................................................................53 <br /> Table 14 US 70 Corridor Crash Rates...............................................................................................................64 <br /> Table 15 US 70 Business Crash Rates..............................................................................................................64 <br /> Table 16 Crash Severity Description.................................................................................................................65 <br /> Table 17 Total Crashes per Segment by Severity........................................................................................65 <br /> Table 18 Bicycle and Pedestrian Crashes (August 2017 -July 2022)..................................................67 <br /> Table 19 Critical Issues Summary......................................................................................................................70 <br /> Table20 US 70 Corridor Plan Goals..................................................................................................................72 <br /> Table21 Segment A Objectives.........................................................................................................................91 <br /> Table22 Segment B Objectives........................................................................................................................92 <br /> Table23 Segment C Objectives.........................................................................................................................92 <br />