Lanes, Volumes, Timings

5: Far Hills Ave & Park Ave

01/07/2023

EBL lane movement EBR lane movement NBL lane movement NBT lane movement SBT lane movement SBR lane 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) 39.0 39.0 71.0 71.0 71.0
Total Split (%) 35.5% 35.5% 64.5% 64.5% 64.5%
Maximum Green (s) 33.0 33.0 65.0 65.0 65.0
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) 14.6 14.6 83.4 83.4 83.4
Actuated g/C Ratio 0.13 0.13 0.76 0.76 0.76
v/c Ratio 0.24 0.45 0.08 0.40 0.18
Control Delay 42.8 49.1 1.9 2.5 4.4
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 42.8 49.1 1.9 2.5 4.4
LOS D D A A A
Approach Delay 46.7 2.5 4.4
Approach LOS D A A
Intersection Summary
Area Type: Other
Cycle Length: 110
Actuated Cycle Length: 110
Offset: 10 (9%), Referenced to phase 2:NBTL and 6:SBT, Start of Yellow
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.45
Intersection Signal Delay: 6.8 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