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RESEARCH TRIANGLE LOGISTICS PARK TRAFFIC IMPACT ANALYSIS iv Table ES-1: Level of Service & Delay Summary Intersection Approach Existing Intersection Control Proposed Intersection Control 2020 Existing 2023 No-Build 2023 Build 2023 Build-Improved AM Peak LOS (Delay in sec./veh.) PM Peak LOS (Delay in sec./veh.) AM Peak LOS (Delay in sec./veh.) PM Peak LOS (Delay in sec./veh.) AM Peak LOS (Delay in sec./veh.) PM Peak LOS (Delay in sec./veh.) AM Peak LOS (Delay in sec./veh.) PM Peak LOS (Delay in sec./veh.) Old NC 86 at Waterstone Drive / Rippy Lane Overall Intersection Signalized Signalized B (16.4) B (16.4) C (21.2) C (22.6) C (21.3) C (22.7) EB Approach D (43.4) D (43.4) D (43.5) D (43.6) D (43.5) D (43.6) WB Approach C (26.1) C (31.7) C (28.5) C (32.2) C (29.6) C (32.3) NB Approach B (10.4) B (11.3) B (14.3) B (16.5) B (14.4) B (17.1) SB Approach B (17.9) B (13.5) C (23.7) C (21.4) C (23.1) C (21.2) Old NC 86 at I-40 WB Ramps Overall Intersection One-Way Stop Controlled Signalized A (1.0) A (1.6) A (1.0) A (1.7) A (5.5) A (5.2) WB Approach C (21.9) C (22.0) D (30.2) D (34.3) F (86.6) F (96.5) NB Left-Turn A (9.9) A (9.9) B (11.3) B (11.8) B (12.0) B (13.0) SB Approach A (0.0) A (0.0) A (0.0) A (0.0) A (0.0) A (0.0) Old NC 86 at I-40 EB Ramps Overall Intersection One-Way Stop Controlled Signalized F (51.2) A (7.0) F (###) F (158.3) F (###) F (268.2) D (50.9) D (45.8) EB Approach F (###) F (54.6) F (###) F (###) F (###) F (###) E (62.7) E (55.4) NB Approach A (0.0) A (0.0) A (0.0) A (0.0) A (0.0) A (0.0) E (77.7) E (59.8) SB Left-Turn B (12.1) A (9.8) C (15.9) B (3.1) C (17.9) C (15.3) C (32.6) C (34.8) Old NC 86 at Service Road Overall Intersection One-Way Stop Controlled One-Way Stop Controlled A (0.2) A (0.2) A (0.2) A (0.2) A (1.6) A (7.5) A (1.5) A (6.2) EB Approach B (13.1) B (13.5) B (13.8) B (14.4) D (25.2) E (48.5) C (23.9) E (40.3) NB Left-Turn A (8.0) A (8.2) A (8.0) A (8.3) A (8.8) A (8.6) A (8.8) A (8.6) Old NC 86 at Davis Road Overall Intersection One-Way Stop Controlled Signalized A (4.8) A (2.3) A (5.2) A (2.4) A (7.2) A (4.6) B (11.3) A (9.4) EB Approach C (21.1) C (17.2) C (24.8) C (19.4) D (34.7) D (28.5) C (23.1) C (23.3) NB Left-Turn A (8.0) A (8.3) A (8.1) A (8.4) A (8.3) A (8.6) A (9.4) A (7.9) SB Approach A (0.0) A (0.0) A (0.0) A (0.0) A (0.0) A (0.0) A (7.4) A (6.1) Service Road at Warehouse A Driveway Overall Intersection One-Way Stop Controlled A (1.7) A (4.4) EB Approach A (9.0) A (9.2) NB Left-Turn A (7.4) A (7.3) Service Road at Warehouse B Driveway Overall Intersection One-Way Stop Controlled A (2.2) A (2.5) WB Left-Turn A (7.3) A (7.5) NB Approach A (8.9) A (9.1) Service Road at Warehouse C Driveway Overall Intersection One-Way Stop Controlled A (1.9) A (2.1) WB Left-Turn A (7.4) A (7.5) NB Approach A (9.0) A (9.3) Davis Road at Warehouse D Driveway Overall Intersection One-Way Stop Controlled A (0.9) A (2.2) EB Left-Turn A (7.6) A (7.7) SB Approach B (10.5) B (10.9) ###: Delay exceeds 300 seconds / vehicle 127