Orange County NC Website
West Orange Site Background PM <br />SimTraffic Performance Report 04/15/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Background PM.syn Kimley-Horn <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 0.3 0.0 0.2 0.2 <br />Total Del/Veh (s)13.6 16.8 11.6 11.6 13.4 <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)5.0 9.9 12.5 10.6 <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)0.1 0.0 0.0 0.1 <br />Total Del/Veh (s)27.0 1.3 1.7 18.1 <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)1.0 2.0 0.2 0.6 <br />Total Del/Veh (s)5.5 0.6 1.7 2.1 <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 0.5 0.0 0.1 <br />Total Del/Veh (s)7.5 1.3 0.5 4.4 <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)2.8 0.0 0.0 0.3 <br />Total Del/Veh (s)3.2 0.9 1.7 1.5 <br />7: US-70/I-40 Connector Road & Ben Johnston Road Performance by approach <br />Approach WB NB SB All <br />Denied Del/Veh (s)0.2 0.0 0.2 0.1 <br />Total Del/Veh (s)17.0 1.8 0.6 4.0 <br />8: I-40 WB Exit Ramp & I-40 WB Service Road Performance by approach <br />Approach WB NB All <br />Denied Del/Veh (s)0.0 0.6 0.4 <br />Total Del/Veh (s)1.4 4.5 3.4 <br />9: I-40 WB Entrance Ramp & I-40 WB Service Road Performance by approach <br />Approach WB All <br />Denied Del/Veh (s)0.0 0.0 <br />Total Del/Veh (s)6.8 6.8 <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 0.2 0.1 <br />Total Del/Veh (s)0.5 1.1 0.8 <br />391