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RESEARCH TRIANGLE LOGISTICS PARK TRAFFIC IMPACT ANALYSIS <br />Capacity Analysis <br />June 4, 2020 <br /> 30 <br /> <br />Table 7: Level of Service and Delay for 2023 Build-Improved Conditions <br />Intersection Approach <br />Proposed <br />Intersection <br />Control <br />2023 Build-Improved <br />AM Peak LOS <br />(Delay in <br />sec./veh.) <br />PM Peak LOS <br />(Delay in <br />sec./veh.) <br />Old NC 86 at <br />Waterstone Drive / <br />Rippy Lane <br />Overall Intersection <br />Signalized <br /> <br />EB Approach <br />WB Approach <br />NB Approach <br />SB Approach <br />Old NC 86 at <br />I-40 WB Ramps <br />Overall Intersection <br />One-Way <br />Stop <br />Controlled <br /> <br />WB Approach <br />NB Left-Turn <br />SB Approach <br />Old NC 86 at <br />I-40 EB Ramps <br />Overall Intersection <br />Signalized <br />D (50.9) D (45.8) <br />EB Approach E (62.7) E (55.4) <br />NB Approach E (77.7) E (59.8) <br />SB Left-Turn C (32.6) C (34.8) <br />Old NC 86 at <br />Service Road <br />Overall Intersection One-Way <br />Stop <br />Controlled <br />A (1.5) A (6.2) <br />EB Approach C (23.9) E (40.3) <br />NB Left-Turn A (8.8) A (8.6) <br />Old NC 86 at <br />Davis Road <br />Overall Intersection <br />Signalized <br />B (11.3) A (9.4) <br />EB Approach C (23.1) C (23.3) <br />NB Left-Turn A (9.4) A (7.9) <br />SB Approach A (7.4) A (6.1) <br />Service Road at <br />Warehouse A <br />Driveway <br />Overall Intersection One-Way <br />Stop <br />Controlled <br /> <br />EB Approach <br />NB Left-Turn <br />Service Road at <br />Warehouse B <br />Driveway <br />Overall Intersection One-Way <br />Stop <br />Controlled <br /> <br />WB Left-Turn <br />NB Approach <br />Service Road at <br />Warehouse C <br />Driveway <br />Overall Intersection One-Way <br />Stop <br />Controlled <br /> <br />WB Left-Turn <br />NB Approach <br />Davis Road at <br />Warehouse D <br />Driveway <br />Overall Intersection One-Way <br />Stop <br />Controlled <br /> <br />EB Left-Turn <br />SB Approach <br />153