Lanes, Volumes, Timings
5: Far Hills Ave & Park Ave
01/07/2023
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| Lane Group | EBL | EBR | NBL | NBT | SBT | SBR |
| Permitted Phases | 4 | 2 | ||||
| Detector Phase | 4 | 4 | 2 | 2 | 6 | |
| Switch Phase | ||||||
| Minimum Initial (s) | 10.0 | 10.0 | 20.0 | 20.0 | 20.0 | |
| Minimum Split (s) | 33.0 | 33.0 | 26.0 | 26.0 | 26.0 | |
| Total Split (s) | 34.0 | 34.0 | 76.0 | 76.0 | 76.0 | |
| Total Split (%) | 30.9% | 30.9% | 69.1% | 69.1% | 69.1% | |
| Maximum Green (s) | 28.0 | 28.0 | 70.0 | 70.0 | 70.0 | |
| 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 Optimize? | ||||||
| Vehicle Extension (s) | 3.0 | 3.0 | 3.0 | 3.0 | 3.0 | |
| Recall Mode | None | None | C-Max | C-Max | C-Max | |
| Walk Time (s) | 7.0 | 7.0 | 7.0 | |||
| Flash Dont Walk (s) | 20.0 | 20.0 | 10.0 | |||
| Pedestrian Calls (#/hr) | 5 | 5 | 8 | |||
| Act Effct Green (s) | 13.4 | 13.4 | 93.4 | 93.4 | 93.4 | |
| Actuated g/C Ratio | 0.12 | 0.12 | 0.85 | 0.85 | 0.85 | |
| v/c Ratio | 0.15 | 0.12 | 0.08 | 0.25 | 0.41 | |
| Control Delay | 42.0 | 41.4 | 3.5 | 2.4 | 2.6 | |
| Queue Delay | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | |
| Total Delay | 42.0 | 41.4 | 3.5 | 2.4 | 2.6 | |
| LOS | D | D | A | A | A | |
| Approach Delay | 41.7 | 2.4 | 2.6 | |||
| Approach LOS | D | A | A | |||
| Intersection Summary | ||||||
| Area Type: Other | ||||||
| Cycle Length: 110 | ||||||
| Actuated Cycle Length: 110 | ||||||
| Offset: 4 (4%), Referenced to phase 2:NBTL and 6:SBT, Start of Yellow | ||||||
| Natural Cycle: 60 | ||||||
| Control Type: Actuated-Coordinated | ||||||
| Maximum v/c Ratio: 0.41 | ||||||
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Intersection Signal Delay: 3.5
Intersection LOS: A
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Intersection Capacity Utilization 48.9%
ICU Level of Service A
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| Analysis Period (min) 15 | ||||||
Splits and Phases: 5: Far Hills Ave & Park Ave