Lanes, Volumes, Timings
4: Far Hills Ave & Patterson Rd
01/07/2023
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|---|---|---|---|---|---|---|
| Lane Group | WBL | WBR | NBT | NBR | SBL | SBT |
| Permitted Phases | 8 | 6 | ||||
| Detector Phase | 8 | 1 | 2 | 1 | 6 | |
| Switch Phase | ||||||
| Minimum Initial (s) | 10.0 | 7.0 | 20.0 | 7.0 | 20.0 | |
| Minimum Split (s) | 22.5 | 33.0 | 26.0 | 33.0 | 26.0 | |
| Total Split (s) | 23.0 | 33.0 | 54.0 | 33.0 | 87.0 | |
| Total Split (%) | 20.9% | 30.0% | 49.1% | 30.0% | 79.1% | |
| Maximum Green (s) | 17.0 | 27.0 | 48.0 | 27.0 | 81.0 | |
| Yellow Time (s) | 4.0 | 4.0 | 4.0 | 4.0 | 4.0 | |
| All-Red Time (s) | 2.0 | 2.0 | 2.0 | 2.0 | 2.0 | |
| Lost Time Adjust (s) | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | |
| Total Lost Time (s) | 6.0 | 6.0 | 6.0 | 6.0 | 6.0 | |
| Lead/Lag | Lead | Lag | Lead | |||
| Lead-Lag Optimize? | Yes | Yes | Yes | |||
| Vehicle Extension (s) | 3.0 | 3.0 | 3.0 | 3.0 | 3.0 | |
| Recall Mode | None | None | C-Max | None | C-Max | |
| Walk Time (s) | 7.0 | 7.0 | 7.0 | |||
| Flash Dont Walk (s) | 20.0 | 10.0 | 20.0 | |||
| Pedestrian Calls (#/hr) | 137 | 28 | 137 | |||
| Act Effct Green (s) | 12.3 | 45.3 | 52.7 | 85.7 | 85.7 | |
| Actuated g/C Ratio | 0.11 | 0.41 | 0.48 | 0.78 | 0.78 | |
| v/c Ratio | 0.52 | 0.31 | 0.64 | 0.15 | 0.15 | |
| Control Delay | 55.1 | 22.9 | 9.4 | 7.6 | 2.7 | |
| Queue Delay | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | |
| Total Delay | 55.1 | 22.9 | 9.4 | 7.6 | 2.7 | |
| LOS | E | C | A | A | A | |
| Approach Delay | 33.7 | 9.4 | 3.5 | |||
| Approach LOS | C | A | A |
Intersection Summary
| Area Type: Other | |
| Cycle Length: 110 | |
| Actuated Cycle Length: 110 | |
| Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBTL, Start of Yellow | |
| Natural Cycle: 85 | |
| Control Type: Actuated-Coordinated | |
| Maximum v/c Ratio: 0.64 | |
| Intersection Signal Delay: 11.9 | Intersection LOS: B |
| Intersection Capacity Utilization 56.5% | ICU Level of Service B |
| Analysis Period (min) 15 | |
Splits and Phases: 4: Far Hills Ave & Patterson Rd
