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West Orange Site - Addendum #1 Phase 2 - Build Saturday - Trip Gen. & Dist. Adjust. <br />SimTraffic Performance Report 09/10/2020 <br />Kimley-Horn Page 1 <br />1: Efland-Cedar Grove Road & US-70 Performance by approach <br />Approach EB WB NB SB All <br />Denied Del/Veh (s)0.2 0.2 0.0 0.2 0.1 <br />Total Del/Veh (s)9.0 7.5 9.3 11.8 9.7 <br />2: Mt. Willing Road & Forrest Avenue Performance by approach <br />Approach EB WB NB All <br />Denied Del/Veh (s)0.0 0.1 0.0 0.0 <br />Total Del/Veh (s)4.6 5.3 1.0 2.9 <br />3: Mt. Willing Road & I-40 WB Entrance Ramp/I-40 WB Service Road Performance by approach <br />Approach WB NB SB All <br />Denied Del/Veh (s)0.0 0.0 0.0 0.0 <br />Total Del/Veh (s)22.8 4.5 5.2 10.5 <br />4: Mt. Willing Road & I-40 EB Exit Ramp/I-40 EB Service Road Performance by approach <br />Approach EB NB SB All <br />Denied Del/Veh (s)0.7 2.3 0.1 0.6 <br />Total Del/Veh (s)28.0 13.1 17.9 23.7 <br />5: US-70/I-40 Connector Road & I-40 EB Service Road Performance by approach <br />Approach EB NB SB All <br />Denied Del/Veh (s)0.0 0.6 0.0 0.0 <br />Total Del/Veh (s)51.8 10.5 8.5 20.8 <br />6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp Performance by approach <br />Approach WB NB SB All <br />Denied Del/Veh (s)2.1 0.0 0.1 0.9 <br />Total Del/Veh (s)36.8 11.1 11.4 22.5 <br />7: US-70/I-40 Connector Road & Site Driveway/Ben Johnston Road Performance by approach <br />Approach EB WB NB SB All <br />Denied Del/Veh (s)0.0 3.3 0.0 0.2 0.2 <br />Total Del/Veh (s)11.1 62.9 12.0 39.4 17.5 <br />8: I-40 WB Service Road & RI/RO Site Drwy Performance by approach <br />Approach WB SB All <br />Denied Del/Veh (s)0.0 0.3 0.1 <br />Total Del/Veh (s)11.1 3.5 8.8 <br />9: I-40 WB Service Road & RI/RO Site Drwy Performance by approach <br />Approach WB SB All <br />Denied Del/Veh (s)0.0 0.2 0.1 <br />Total Del/Veh (s)1.4 2.7 2.0 <br />10: Mt. Willing Road & Site Driveway Performance by approach <br />Approach WB NB SB All <br />Denied Del/Veh (s)0.1 0.0 0.1 0.0 <br />Total Del/Veh (s)10.2 7.6 7.3 7.7 <br />936