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444 <br /> RESEARCH TRIANGLE LOGISTICS PARK TRAFFIC IMPACT ANALYSIS <br /> Table ES-1:Level of Service&Delay Summary for Revised Access Scenario <br /> 2020 Existing 2023 No-Build 2023 Build 2023 Build-Improved <br /> Existing Proposed AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak <br /> Intersection Approach Intersection Intersection LOS LOS LOS LOS LOS LOS LOS LOS <br /> Control Control (Delay in (Delay in (Delay in (Delay in (Delay in (Delay in (Delay in (Delay in <br /> sec./veh.) sec./veh.) sec./veh.) sec./veh.) sec./veh.) sec./veh.) sec./veh.) sec./veh.) <br /> Overall Intersection A(1.0) A(1.6) A(1.0) A(1.7) A(5.5) A(5.2) <br /> Old NC 86 at WB Approach One-Way C(21.9) C(22.0) D(30.2) D(34.3) F(86.6) F(96.5) <br /> 1-40 WB Ramps NB Left-Turn Stop Signalized A(9.9) A(9.9) B(11.3) B(11.8) B(12.0) B(13.0) <br /> Controlled <br /> SB Approach A(0.0) A(0.0) A(0.0) A(0.0) A(0.0) A(0.0) <br /> Overall Intersection F(51.2) A(7.0) F(###) F(158.3) F(###) F(268.2) D(53.3) D(45.2) <br /> Old NC 86 at EB Approach One-Way F(###) F(54.6) F(###) F(###) F(###) F(###) E(62.7) E(55.4) <br /> 1-40 EB Ramps NB Approach Stop Signalized A(0.0) A(0.0) A(0.0) A(0.0) A(0.0) A(0.0) E(76.7) E(58.0) <br /> SB Left-Turn(unsignalizid) Controlled <br /> SB Approach(Signalized) B(12.1) A(9.8) C(15.9) B(3.1) C(17.9) C(15.3) D(37.5) C(34.8) <br /> Overall Intersection One-Way One-Way A(0.2) A(0.2) A(0.2) A(0.2) A(1.6) A(7.5) A(0.3) A(0.4) <br /> Old NC 86 at Service Road EB Approach Stop Stop B(13.1) B(13.5) B(13.8) B(14.4) D(25.2) E(48.5) B(10.4) B(11.2) <br /> NB Left-Turn Controlled Controlled A(8.0) A(8.2) A(8.0) A(8.3) A(8.8) A(8.6) A(8.8) A(8.6) <br /> Overall Intersection A(4.8) A(2.3) A(5.2) A(2.4) A(7.2) A(4.6) B(12.8) B(16.5) <br /> Old NC 86 at EB Approach One-Way C(21.1) C(17.2) C(24.8) C(19.4) D(34.7) D(28.5) C(23.1) C(24.6) <br /> Davis Road NB Left-Turn(unsignalized) Stop Signalized A(8.0) A(8.3) A(8.1) A(8.4) A(8.3) A(8.6) B(10.6) B(11.8) <br /> NB Approach(Signalized) Controlled <br /> SB Approach A(0.0) A(0.0) A(0.0) A(0.0) A(0.0) A(0.0) A(8.3) B(15.3) <br /> Davis Road at Overall Intersection One-Way A(2.4) A(5.8) <br /> Warehouse D EB Approach Stop A(0.5) A(0.3) <br /> Driveway SB Approach Controlled B(11.0) B(13.1) <br /> ##1#:Delay exceeds 300 seconds/vehicle <br /> iv <br />