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West Orange Site Phase 1 - Build Saturday - Trip Gen. 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 0.3 0.2 <br />Total Del/Veh (s)8.4 7.8 10.4 12.7 10.2 <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)4.9 7.2 5.4 5.3 <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 0.2 0.1 <br />Total Del/Veh (s)16.2 6.8 5.9 11.6 <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)1.1 2.6 0.0 0.6 <br />Total Del/Veh (s)4.7 0.5 3.4 3.1 <br />5: US-70/I-40 Connector Road & I-40 EB Service Road/I-40 EB Entrance Ramp Performance by approach <br />Approach EB NB SB All <br />Denied Del/Veh (s)0.0 0.3 0.0 0.0 <br />Total Del/Veh (s)48.6 8.7 15.9 32.9 <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)2.0 0.0 0.1 0.7 <br />Total Del/Veh (s)35.2 24.4 17.0 25.5 <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)11.8 66.2 10.8 43.5 17.3 <br />8: I-40 WB Service Road & East RI/RO Site Drwy Performance by approach <br />Approach WB SB All <br />Denied Del/Veh (s)0.0 0.4 0.1 <br />Total Del/Veh (s)10.6 5.0 9.0 <br />9: I-40 WB Service Road & West 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)1.5 2.6 2.0 <br />10: I-40 EB Service Road & I-40 EB Exit Ramp Performance by approach <br />Approach EB SB All <br />Denied Del/Veh (s)0.0 0.6 0.4 <br />Total Del/Veh (s)0.5 0.6 0.6 <br />848