Lanes, Volumes, Timings
21: Far Hills Ave & Park Rd/Aberdeen Ave
01/07/2023
| 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 | 77.0 | 77.0 | 77.0 | 77.0 | ||||
| Total Split (%) | 30.0% | 30.0% | 30.0% | 30.0% | 70.0% | 70.0% | 70.0% | 70.0% | ||||
| Maximum Green (s) | 27.0 | 27.0 | 27.0 | 27.0 | 71.0 | 71.0 | 71.0 | 71.0 | ||||
| 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 | 71.0 | 71.0 | ||||||||
| Actuated g/C Ratio | 0.25 | 0.25 | 0.65 | 0.65 | ||||||||
| v/c Ratio | 0.08 | 0.04 | 0.38 | 0.64 | ||||||||
| Control Delay | 32.8 | 32.2 | 3.9 | 8.1 | ||||||||
| Queue Delay | 0.0 | 0.0 | 0.0 | 0.0 | ||||||||
| Total Delay | 32.8 | 32.2 | 3.9 | 8.1 | ||||||||
| LOS | C | C | A | A | ||||||||
| Approach Delay | 32.8 | 32.2 | 3.9 | 8.1 | ||||||||
| Approach LOS | C | C | A | A |
Intersection Summary
| Area Type: Other | |
| Cycle Length: 110 | |
| Actuated Cycle Length: 110 | |
| Offset: 30 (27%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow | |
| Natural Cycle: 70 | |
| Control Type: Actuated-Coordinated | |
| Maximum v/c Ratio: 0.64 | |
| Intersection Signal Delay: 7.1 | 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
