Lane Group WBL WBR NBT NBR SBL SBT
Minimum Initial (s) 10.0 20.0 20.0
Minimum Split (s) 33.0 26.0 26.0
Total Split (s) 33.0 87.0 87.0
Total Split (%) 27.5% 72.5% 72.5%
Maximum Green (s) 27.0 81.0 81.0
Yellow Time (s) 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0
Total Lost Time (s) 6.0 6.0 6.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0
Recall Mode None C-Max C-Max
Walk Time (s) 7.0
Flash Dont Walk (s) 20.0
Pedestrian Calls (#/hr) 5
Act Effct Green (s) 112.2 112.2
Actuated g/C Ratio 0.94 0.94
v/c Ratio 0.25 0.34
Control Delay 2.0 2.6
Queue Delay 0.0 0.0
Total Delay 2.0 2.6
LOS A A
Approach Delay 2.0 2.6
Approach LOS A A
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 6 (5%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.34
Intersection Signal Delay: 2.4
Intersection LOS: A
Intersection Capacity Utilization 33.3%
ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 27: Far Hills Ave & Orchard
Far Hills Ave PM No Build
CMT
Synchro 11 Report
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