EBL Arrow EBR Arrow NBL Arrow NBT Arrow SBT Arrow SBR Arrow
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) 35.0 35.0 85.0 85.0 85.0
Total Split (%) 29.2% 29.2% 70.8% 70.8% 70.8%
Maximum Green (s) 29.0 29.0 79.0 79.0 79.0
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) 5 5 8
Act Effct Green (s) 13.4 13.4 99.0 99.0 99.0
Actuated g/C Ratio 0.11 0.11 0.82 0.82 0.82
v/c Ratio 0.16 0.14 0.08 0.26 0.43
Control Delay 47.3 46.8 2.5 1.7 2.4
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 47.3 46.8 2.5 1.7 2.4
LOS D D A A A
Approach Delay 47.1 1.8 2.4
Approach LOS D A A
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 14 (12%), Referenced to phase 2:NBTL and 6:SBT, Start of Yellow
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.43
Intersection Signal Delay: 3.4
Intersection LOS: A
Intersection Capacity Utilization 48.9%
ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 5: Far Hills Ave & Park Ave