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US 70 Multimodal Corridor Study Table 12 2050 AM and PM Peak Hour Intersection Level of Service Summary Traffic No-Build(2050) Traffic No-Build(2050) ID Intersection and Approach ID Intersection and Approach Control AM PM Control AM PM 3`d St&US 70(Center St) C-31.8 B-13.8 Orange High School Rd&US 70 D-42.6 E-71.1 Eastbound D-47.4 B-17.3 Eastbound C-20.9 B-14.1 1 Westbound Signalized C-21.4 A-9.3 8 Signalized Westbound F-92.8 F-167.3 Northbound B-14.4 B-15.7 Southbound C-23.6 C-21.4 Southbound C-22.0 C-27.4 St.Marys Rd&US 70 D-37.5 E-56.4 4"St&US 70(Center St) B-17.9 D-45.6 Eastbound C-32.9 B-12.0 2 Eastbound Signalized B-17.0 C-28.7 9 Westbound Signalized B-18.3 E-71.4 Westbound B-19.3 E-61.7 Northbound B-14.0 B-14.2 Northbound D�0.9 -107. 5`h St&US 70(Center St) C-29.8 F-95.9 Lawrence Southbound F-88.1 -126.3 Eastbound A11.4 A-5.5 Lawrence Rd&US 70 E-75.7 F-126.5 3 Westbound Signalized D-39.4 F-149.8 Eastbound E-70.3 C-26.2 Northbound C-29.9 F-113.8 10 Westbound Signalized B-16.5 E-75.6 Southbound E-61.9 E-72.3 Northbound F-114.1 F-342.2 Buckhorn Rd&US 70 B-13.9 C-30.4 ISouthbound F-137.9 I F-141.2 Eastbound B-19.8 B-12.2 US 70 Bus/Pahners Grove Ch Rd&US 70 4 Signalized 11 Northbound Two Way F-717.3 F-4370.3 Westbound A-5.3 D�1.3 Stop Control Northbound B-19.3 I C-24.7 Southbound F- F- EIIand-Cedar Grove Rd&US 70 F-173.9 F-171.5 Mt Herman Ch Rd/Pleasant Gr Rd&US 70 F-130.4 F-109.7 Eastbound F-164.8 F-104.7 Eastbound F-210.4 D-40.8 5 Westbound Signalized F-110.5 F-193.3 12 Westbound Signalized D-35.4 F-155.3 Northbound F-126.4 F-278.3 Northbound E-68.3 E-70.3 Southbound F-260.5 C-30.7 Southbound F-102.8 F-95.2 Revere Rd/Faucette Mill Rd&US 70 F-123.8 C-34.7 NC 751&US 70 B-13.0 C-22.2 Eastbound F-253.2 C-26.9 Eastbound B-14.7 C-20.9 6 Westbound Signalized D-37.3 D-42.8 13 Signalized Westbound A-5.2 B-17.9 Northbound D-35.7 C-29.7 Northbound B-19.5 C-31.0 Southbound D-50.0 D43.7 NC 86(S Churton St)&US 70 F-179.4 F-124.8 Buckhorn Road Proposed Alignment&US 70 F--216. F F-9.1 Eastbound F-267.0 F-206.4 Eastbound F-216.6 F-99.1 7 Westbound Signalized F-110.5 F-127.5 40 Westbound Signalized D45.6 D 41.6 Northbound D-39.7 D-44.3 Northbound F-456.4 F-274.3 Southbound F-219.6 F-115.7 Southbound D-36.8 D-39.8 4.3.9 Critical Issues The table below overviews roadway deficiencies identified during the existing conditions analysis, and supported by future traffic projections and land use goals, that must be addressed to achieve the plan's goals. Problem Relevant Goal(s) Schools in the corridor are significant sources of congestion. 1 Roadway infrastructure in the corridor does not have the capacity for the future projected traffic demand ' 1 9, 10 48 Existing Conditions and Critical Issues