EBL movement EBT movement EBR movement WBL movement WBT movement WBR movement NBL movement NBT movement NBR movement SBL movement SBT movement SBR movement
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Permitted Phases 4 4 8 2 6
Detector Phase 4 4 5 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 10.0 10.0 7.0 10.0 10.0 7.0 20.0 7.0 20.0
Minimum Split (s) 33.0 33.0 22.5 33.0 33.0 22.5 26.0 13.0 26.0
Total Split (s) 36.0 36.0 26.0 36.0 36.0 26.0 59.0 15.0 48.0
Total Split (%) 32.7% 32.7% 23.6% 32.7% 32.7% 23.6% 53.6% 13.6% 43.6%
Maximum Green (s) 30.0 30.0 20.0 30.0 30.0 20.0 53.0 9.0 42.0
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Lead/Lag Lead Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None None None C-Max None C-Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 20.0 20.0 20.0 20.0 10.0 10.0
Pedestrian Calls (#/hr) 2 2 1 1 2 3
Act Effct Green (s) 14.4 14.4 28.4 14.4 14.4 83.2 81.0 76.6 69.6
Actuated g/C Ratio 0.13 0.13 0.26 0.13 0.13 0.76 0.74 0.70 0.63
v/c Ratio 0.31 0.29 0.15 0.01 0.43 0.19 0.38 0.02 0.22
Control Delay 45.8 44.0 29.7 36.0 48.0 1.5 2.5 3.0 5.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 45.8 44.0 29.7 36.0 48.0 1.5 2.5 3.0 5.3
LOS D D C D D A A A A
Approach Delay 39.8 47.9 2.4 5.3
Approach LOS D D A A
Intersection Summary
Area Type: Other
Cycle Length: 110
Actuated Cycle Length: 110
Offset: 78 (71%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow
Natural Cycle: 85
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.43
Intersection Signal Delay: 9.2 Intersection LOS: A
Intersection Capacity Utilization 52.5% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 2: Far Hills Ave & Shantz Ave
Splits and Phases diagram for 2: Far Hills Ave & Shantz Ave