EBL movement EBR movement NBL movement NBT movement SBT movement SBR movement
Lane Group EBL EBR NBL NBT SBT SBR
Permitted Phases 4 2
Detector Phase 4 4 2 2 6
Switch Phase
Minimum Initial (s) 10.0 10.0 20.0 20.0 20.0
Minimum Split (s) 33.0 33.0 26.0 26.0 26.0
Total Split (s) 45.0 45.0 105.0 105.0 105.0
Total Split (%) 30.0% 30.0% 70.0% 70.0% 70.0%
Maximum Green (s) 39.0 39.0 99.0 99.0 99.0
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Recall Mode None None C-Max C-Max C-Max
Walk Time (s) 7.0 7.0 7.0
Flash Dont Walk (s) 20.0 20.0 10.0
Pedestrian Calls (#/hr) 2 2 77
Act Effct Green (s) 16.0 16.0 122.0 122.0 122.0
Actuated g/C Ratio 0.11 0.11 0.81 0.81 0.81
v/c Ratio 0.30 0.56 0.08 0.37 0.17
Control Delay 63.8 74.9 1.4 1.4 2.4
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 63.8 74.9 1.4 1.4 2.4
LOS E E A A A
Approach Delay 70.7 1.4 2.4
Approach LOS E A A
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 66 (44%), Referenced to phase 2:NBTL and 6:SBT, Start of Yellow
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.56
Intersection Signal Delay: 7.6 Intersection LOS: A
Intersection Capacity Utilization 56.7% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 5: Far Hills Ave & Park Ave