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RESEARCH TRIANGLE LOGISTICS PARK TRAFFIC IMPACT ANALYSIS <br />Capacity Analysis <br />June 4, 2020 <br /> 28 <br /> <br />Table 6: Level of Service and Delay for 2023 Build Conditions <br />Intersection Approach Intersection <br />Control <br />2023 Build <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 />C (21.3) C (22.7) <br />EB Approach D (43.5) D (43.6) <br />WB Approach C (29.6) C (32.3) <br />NB Approach B (14.4) B (17.1) <br />SB Approach C (23.1) C (21.2) <br />Old NC 86 at <br />I-40 WB Ramps <br />Overall Intersection <br />One-Way <br />Stop <br />Controlled <br />A (5.5) A (5.2) <br />WB Approach F (86.6) F (96.5) <br />NB Left-Turn B (12.0) B (13.0) <br />SB Approach A (0.0) A (0.0) <br />Old NC 86 at <br />I-40 EB Ramps <br />Overall Intersection <br />One-Way <br />Stop <br />Controlled <br />F (###) F (268.2) <br />EB Approach F (###) F (###) <br />NB Approach A (0.0) A (0.0) <br />SB Left-Turn C (17.9) C (15.3) <br />Old NC 86 at <br />Service Road <br />Overall Intersection One-Way <br />Stop <br />Controlled <br />A (1.6) A (7.5) <br />EB Approach D (25.2) E (48.5) <br />NB Left-Turn A (8.8) A (8.6) <br />Old NC 86 at <br />Davis Road <br />Overall Intersection <br />One-Way <br />Stop <br />Controlled <br />A (7.2) A (4.6) <br />EB Approach D (34.7) D (28.5) <br />NB Left-Turn A (8.3) A (8.6) <br />SB Approach A (0.0) A (0.0) <br />Service Road at <br />Warehouse A <br />Driveway <br />Overall Intersection <br />One-Way Stop <br />Controlled <br />A (1.7) A (4.4) <br />EB Approach A (9.0) A (9.2) <br />NB Left-Turn A (7.4) A (7.3) <br />Service Road at <br />Warehouse B <br />Driveway <br />Overall Intersection <br />One-Way Stop <br />Controlled <br />A (2.2) A (2.5) <br />WB Left-Turn A (7.3) A (7.5) <br />NB Approach A (8.9) A (9.1) <br />Service Road at <br />Warehouse C <br />Driveway <br />Overall Intersection <br />One-Way Stop <br />Controlled <br />A (1.9) A (2.1) <br />WB Left-Turn A (7.4) A (7.5) <br />NB Approach A (9.0) A (9.3) <br />Davis Road at <br />Warehouse D <br />Driveway <br />Overall Intersection One-Way Stop <br />Controlled <br />A (0.9) A (2.2) <br />EB Left-Turn A (7.6) A (7.7) <br />SB Approach B (10.5) B (10.9) <br />###: Delay exceeds 300 seconds / vehicle <br />151