Lanes, Volumes, Timings
27: Far Hills Ave & Orchard
01/06/2023
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| Lane Group | WBL | WBR | NBT | NBR | SBL | SBT |
|---|---|---|---|---|---|---|
| Minimum Initial (s) | 10.0 | 20.0 | 20.0 | |||
| Minimum Split (s) | 33.0 | 26.0 | 26.0 | |||
| Total Split (s) | 33.0 | 117.0 | 117.0 | |||
| Total Split (%) | 22.0% | 78.0% | 78.0% | |||
| Maximum Green (s) | 27.0 | 111.0 | 111.0 | |||
| Yellow Time (s) | 4.0 | 4.0 | 4.0 | |||
| All-Red Time (s) | 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 | |||
| Recall Mode | None | C-Max | C-Max | |||
| Walk Time (s) | 7.0 | |||||
| Flash Dont Walk (s) | 20.0 | |||||
| Pedestrian Calls (#/hr) | 25 | |||||
| Act Effct Green (s) | 126.6 | 126.6 | ||||
| Actuated g/C Ratio | 0.84 | 0.84 | ||||
| v/c Ratio | 0.35 | 0.19 | ||||
| Control Delay | 4.5 | 3.2 | ||||
| Queue Delay | 0.0 | 0.0 | ||||
| Total Delay | 4.5 | 3.2 | ||||
| LOS | A | A | ||||
| Approach Delay | 4.5 | 3.2 | ||||
| Approach LOS | A | A |
| Intersection Summary | |
|---|---|
| Area Type: Other | |
| Cycle Length: 150 | |
| Actuated Cycle Length: 150 | |
| Offset: 130 (87%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow | |
| Natural Cycle: 60 | |
| Control Type: Actuated-Coordinated | |
| Maximum v/c Ratio: 0.35 | |
| Intersection Signal Delay: 4.1 | Intersection LOS: A |
| Intersection Capacity Utilization 29.7% | ICU Level of Service A |
| Analysis Period (min) 15 | |
Splits and Phases: 27: Far Hills Ave & Orchard