Lanes, Volumes, Timings
01/06/2023
21: Far Hills Ave & Park Rd/Aberdeen Ave
EBL arrowEBT arrowEBR arrowWBL arrowWBT arrowWBR arrowNBL arrowNBT arrowNBR arrowSBL arrowSBT arrowSBR arrow
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Minimum Split (s)33.033.022.522.526.026.026.026.0
Total Split (s)36.036.036.036.0114.0114.0114.0114.0
Total Split (%)24.0%24.0%24.0%24.0%76.0%76.0%76.0%76.0%
Maximum Green (s)30.030.030.030.0108.0108.0108.0108.0
Yellow Time (s)4.04.04.04.04.04.04.04.0
All-Red Time (s)2.02.02.02.02.02.02.02.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)6.06.06.06.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)3.03.03.03.03.03.03.03.0
Recall ModeNoneNoneMaxMaxC-MaxC-MaxC-MaxC-Max
Walk Time (s)7.07.07.07.07.07.0
Flash Dont Walk (s)20.020.010.010.010.010.0
Pedestrian Calls (#/hr)6060323200
Act Effct Green (s)30.030.0108.0108.0
Actuated g/C Ratio0.200.200.720.72
v/c Ratio0.120.100.480.21
Control Delay50.550.12.52.0
Queue Delay0.00.00.00.0
Total Delay50.550.12.52.0
LOSDDAA
Approach Delay50.550.12.52.0
Approach LOSDDAA
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 22 (15%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.48
Intersection Signal Delay: 4.3Intersection LOS: A
Intersection Capacity Utilization 49.8%ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 21: Far Hills Ave & Park Rd/Aberdeen Ave
Splits and Phases diagram for Far Hills Ave & Park Rd/Aberdeen Ave