Lanes, Volumes, Timings
6: Far Hills Ave & Harman Ave
01/07/2023
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| 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) | 34.0 | 76.0 | 76.0 | 76.0 | ||
| Total Split (%) | 30.9% | 69.1% | 69.1% | 69.1% | ||
| Maximum Green (s) | 28.0 | 70.0 | 70.0 | 70.0 | ||
| 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) | 10.7 | 91.7 | 91.7 | |||
| Actuated g/C Ratio | 0.10 | 0.83 | 0.83 | |||
| v/c Ratio | 0.36 | 0.42 | 0.14 | |||
| Control Delay | 53.0 | 0.9 | 0.6 | |||
| Queue Delay | 0.0 | 0.0 | 0.0 | |||
| Total Delay | 53.0 | 0.9 | 0.6 | |||
| LOS | D | A | A | |||
| Approach Delay | 53.0 | 0.9 | 0.6 | |||
| Approach LOS | 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:SBT, Start of Yellow | |
| Natural Cycle: 60 | |
| Control Type: Actuated-Coordinated | |
| Maximum v/c Ratio: 0.42 | |
| Intersection Signal Delay: 2.6 | 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