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) | 38.0 | 112.0 | 112.0 | 112.0 | ||
| Total Split (%) | 25.3% | 74.7% | 74.7% | 74.7% | ||
| Maximum Green (s) | 32.0 | 106.0 | 106.0 | 106.0 | ||
| 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) | 0 | 72 | ||||
| Act Effct Green (s) | 11.6 | 130.8 | 130.8 | |||
| Actuated g/C Ratio | 0.08 | 0.87 | 0.87 | |||
| v/c Ratio | 0.46 | 0.40 | 0.14 | |||
| Control Delay | 77.7 | 1.0 | 2.2 | |||
| Queue Delay | 0.0 | 0.0 | 0.0 | |||
| Total Delay | 77.7 | 1.0 | 2.2 | |||
| LOS | E | A | A | |||
| Approach Delay | 77.7 | 1.0 | 2.2 | |||
| Approach LOS | E | A | A | |||
| Intersection Summary | ||||||
| Area Type: | Other | |||||
| Cycle Length: 150 | ||||||
| Actuated Cycle Length: 150 | ||||||
| Offset: 82 (55%), Referenced to phase 2:NBTL and 6:SBT, Start of Yellow | ||||||
| Natural Cycle: 60 | ||||||
| Control Type: Actuated-Coordinated | ||||||
| Maximum v/c Ratio: 0.46 | ||||||
| Intersection Signal Delay: 3.9 | Intersection LOS: A | |||||
| Intersection Capacity Utilization 46.7% | ICU Level of Service A | |||||
| Analysis Period (min) 15 | ||||||
Splits and Phases: 6: Far Hills Ave & Harman Ave
