Lanes, Volumes, Timings
6: Far Hills Ave & Harman Ave
01/06/2023
 |
 |
 |
 |
 |
 |
|
| Lane Group | EBL | EBR | NBL | NBT | SBT | SBR |
| Minimum Initial (s) | 10.0 | 20.0 | 20.0 | 20.0 | ||
| Minimum Split (s) | 33.0 | 26.0 | 26.0 | 26.0 | ||
| Total Split (s) | 33.0 | 87.0 | 87.0 | 87.0 | ||
| Total Split (%) | 27.5% | 72.5% | 72.5% | 72.5% | ||
| Maximum Green (s) | 27.0 | 81.0 | 81.0 | 81.0 | ||
| Yellow Time (s) | 4.0 | 4.0 | 4.0 | 4.0 | ||
| All-Red Time (s) | 2.0 | 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 | 3.0 | ||
| Recall Mode | None | C-Max | C-Max | C-Max | ||
| Walk Time (s) | 7.0 | 7.0 | ||||
| Flash Dont Walk (s) | 20.0 | 10.0 | ||||
| Pedestrian Calls (#/hr) | 9 | 4 | ||||
| Act Effct Green (s) | 13.4 | 103.4 | 103.4 | |||
| Actuated g/C Ratio | 0.11 | 0.86 | 0.86 | |||
| v/c Ratio | 0.19 | 0.27 | 0.46 | |||
| Control Delay | 48.2 | 3.4 | 1.1 | |||
| Queue Delay | 0.0 | 0.0 | 0.0 | |||
| Total Delay | 48.2 | 3.4 | 1.1 | |||
| LOS | D | A | A | |||
| Approach Delay | 48.2 | 3.4 | 1.1 | |||
| Approach LOS | D | A | A |
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 22 (18%), Referenced to phase 2:NBTL and 6:SBT, Start of Yellow
Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.46
Intersection Signal Delay: 2.7
Intersection LOS: A
Intersection Capacity Utilization 53.4%
ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 6: Far Hills Ave & Harman Ave