Lanes, Volumes, Timings
30: Far Hills Ave & East Ave
01/06/2023
EBL movementEBT movementEBR movementWBL movementWBT movementWBR movementNBL movementNBT movementNBR movementSBL movementSBT movementSBR movement
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Permitted Phases44826
Detector Phase444882266
Switch Phase
Minimum Initial (s)10.010.010.010.010.020.020.020.020.0
Minimum Split (s)22.522.522.533.033.026.026.026.026.0
Total Split (s)47.047.047.047.047.0103.0103.0103.0103.0
Total Split (%)31.3%31.3%31.3%31.3%31.3%68.7%68.7%68.7%68.7%
Maximum Green (s)41.041.041.041.041.097.097.097.097.0
Yellow Time (s)4.04.04.04.04.04.04.04.04.0
All-Red Time (s)2.02.02.02.02.02.02.02.02.0
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.06.06.06.06.06.06.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)3.03.03.03.03.03.03.03.03.0
Recall ModeNoneNoneNoneNoneNoneC-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)448833
Act Effct Green (s)17.617.617.6120.4120.4120.4120.4
Actuated g/C Ratio0.120.120.120.800.800.800.80
v/c Ratio0.020.040.670.010.370.080.19
Control Delay54.055.082.74.35.10.91.0
Queue Delay0.00.00.00.00.00.00.0
Total Delay54.055.082.74.35.10.91.0
LOSDDFAAAA
Approach Delay54.782.75.11.0
Approach LOSDFAA
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 148 (99%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.67
Intersection Signal Delay: 8.8Intersection LOS: A
Intersection Capacity Utilization 48.3%ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 30: Far Hills Ave & East Ave
Splits and Phases timeline diagram showing phases Ø2, Ø6, Ø4, Ø8 and signal timing bars