EBL arrow EBT arrow EBR arrow WBL arrow WBT arrow WBR arrow NBL arrow NBT arrow NBR arrow SBL arrow SBT arrow SBR arrow
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Minimum Split (s) 33.0 33.0 22.5 22.5 26.0 26.0 26.0 26.0
Total Split (s) 34.0 34.0 34.0 34.0 76.0 76.0 76.0 76.0
Total Split (%) 30.9% 30.9% 30.9% 30.9% 69.1% 69.1% 69.1% 69.1%
Maximum Green (s) 28.0 28.0 28.0 28.0 70.0 70.0 70.0 70.0
Yellow Time (s) 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
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 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 3.0 3.0 3.0
Recall Mode None None Max Max C-Max C-Max C-Max 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 10.0 10.0 10.0 10.0
Pedestrian Calls (#/hr) 60 60 32 32 0 0
Act Effct Green (s) 28.0 28.0 70.0 70.0
Actuated g/C Ratio 0.25 0.25 0.64 0.64
v/c Ratio 0.09 0.08 0.54 0.24
Control Delay 32.2 32.0 3.3 8.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 32.2 32.0 3.3 8.1
LOS C C A A
Approach Delay 32.2 32.0 3.3 8.1
Approach LOS C C A A
Intersection Summary
Area Type: Other
Cycle Length: 110
Actuated Cycle Length: 110
Offset: 44 (40%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.54
Intersection Signal Delay: 5.7 Intersection LOS: A
Intersection Capacity Utilization 49.8% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 21: Far Hills Ave & Park Rd/Aberdeen Ave