Lanes, Volumes, Timings
21: Far Hills Ave & Park Rd/Aberdeen Ave
01/06/2023
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| Lane Group | EBL | EBT | EBR | WBL | WBT | WBR | NBL | NBT | NBR | SBL | SBT | SBR |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Minimum Initial (s) | 10.0 | 10.0 | 10.0 | 10.0 | 20.0 | 20.0 | 20.0 | 20.0 | ||||
| Minimum Split (s) | 33.0 | 33.0 | 22.5 | 22.5 | 26.0 | 26.0 | 26.0 | 26.0 | ||||
| Total Split (s) | 33.0 | 33.0 | 33.0 | 33.0 | 87.0 | 87.0 | 87.0 | 87.0 | ||||
| Total Split (%) | 27.5% | 27.5% | 27.5% | 27.5% | 72.5% | 72.5% | 72.5% | 72.5% | ||||
| Maximum Green (s) | 27.0 | 27.0 | 27.0 | 27.0 | 81.0 | 81.0 | 81.0 | 81.0 | ||||
| Yellow Time (s) | 4.0 | 4.0 | 4.0 | 4.0 | 4.0 | 4.0 | 4.0 | 4.0 | ||||
| All-Red Time (s) | 2.0 | 2.0 | 2.0 | 2.0 | 2.0 | 2.0 | 2.0 | 2.0 | ||||
| Lost Time Adjust (s) | 0.0 | 0.0 | 0.0 | 0.0 | ||||||||
| Total Lost Time (s) | 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 | 3.0 | 3.0 | 3.0 | ||||
| Recall Mode | None | None | Max | Max | C-Max | C-Max | C-Max | C-Max | ||||
| Walk Time (s) | 7.0 | 7.0 | 7.0 | 7.0 | 7.0 | 7.0 | ||||||
| Flash Dont Walk (s) | 20.0 | 20.0 | 10.0 | 10.0 | 10.0 | 10.0 | ||||||
| Pedestrian Calls (#/hr) | 12 | 12 | 0 | 0 | 13 | 13 | ||||||
| Act Effct Green (s) | 27.0 | 27.0 | 81.0 | 81.0 | ||||||||
| Actuated g/C Ratio | 0.22 | 0.22 | 0.68 | 0.68 | ||||||||
| v/c Ratio | 0.09 | 0.05 | 0.37 | 0.61 | ||||||||
| Control Delay | 37.8 | 37.0 | 3.5 | 7.8 | ||||||||
| Queue Delay | 0.0 | 0.0 | 0.0 | 0.0 | ||||||||
| Total Delay | 37.8 | 37.0 | 3.5 | 7.8 | ||||||||
| LOS | D | D | A | A | ||||||||
| Approach Delay | 37.8 | 37.0 | 3.5 | 7.8 | ||||||||
| Approach LOS | D | D | A | A |
Intersection Summary
| Area Type: | Other | |
| Cycle Length: 120 | ||
| Actuated Cycle Length: 120 | ||
| Offset: 58 (48%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow | ||
| Natural Cycle: 70 | ||
| Control Type: Actuated-Coordinated | ||
| Maximum v/c Ratio: 0.61 | ||
| Intersection Signal Delay: 6.9 | Intersection LOS: A | |
| Intersection Capacity Utilization 55.8% | ICU Level of Service B | |
| Analysis Period (min) 15 | ||
Splits and Phases: 21: Far Hills Ave & Park Rd/Aberdeen Ave
