Lanes, Volumes, Timings
2: Far Hills Ave & Shantz Ave
01/06/2023
| Lane Group | EBL | EBT | EBR | WBL | WBT | WBR | NBL | NBT | NBR | SBL | SBT | SBR |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Permitted Phases | 4 | 4 | 8 | 2 | 6 | |||||||
| Detector Phase | 4 | 4 | 5 | 8 | 8 | 5 | 2 | 1 | 6 | |||
| Switch Phase | ||||||||||||
| Minimum Initial (s) | 10.0 | 10.0 | 7.0 | 10.0 | 10.0 | 7.0 | 20.0 | 7.0 | 20.0 | |||
| Minimum Split (s) | 33.0 | 33.0 | 22.5 | 33.0 | 33.0 | 22.5 | 26.0 | 13.0 | 26.0 | |||
| Total Split (s) | 36.0 | 36.0 | 25.0 | 36.0 | 36.0 | 25.0 | 71.0 | 13.0 | 59.0 | |||
| Total Split (%) | 30.0% | 30.0% | 20.8% | 30.0% | 30.0% | 20.8% | 59.2% | 10.8% | 49.2% | |||
| Maximum Green (s) | 30.0 | 30.0 | 19.0 | 30.0 | 30.0 | 19.0 | 65.0 | 7.0 | 53.0 | |||
| Yellow Time (s) | 4.0 | 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 | 2.0 | |||
| Lost Time Adjust (s) | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | |||
| Total Lost Time (s) | 6.0 | 6.0 | 6.0 | 6.0 | 6.0 | 6.0 | 6.0 | 6.0 | 6.0 | |||
| Lead/Lag | Lead | Lead | Lag | Lead | Lag | |||||||
| Lead-Lag Optimize? | Yes | Yes | Yes | Yes | Yes | |||||||
| Vehicle Extension (s) | 3.0 | 3.0 | 3.0 | 3.0 | 3.0 | 3.0 | 3.0 | 3.0 | 3.0 | |||
| Recall Mode | None | None | None | None | None | None | C-Max | None | 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 | 20.0 | 20.0 | 10.0 | 10.0 | ||||||
| Pedestrian Calls (#/hr) | 1 | 1 | 1 | 1 | 1 | 1 | ||||||
| Act Effct Green (s) | 17.3 | 17.3 | 30.7 | 17.3 | 17.3 | 87.5 | 82.9 | 84.3 | 77.3 | |||
| Actuated g/C Ratio | 0.14 | 0.14 | 0.26 | 0.14 | 0.14 | 0.73 | 0.69 | 0.70 | 0.64 | |||
| v/c Ratio | 0.67 | 0.44 | 0.37 | 0.04 | 0.42 | 0.18 | 0.31 | 0.04 | 0.42 | |||
| Control Delay | 65.8 | 50.5 | 37.9 | 40.2 | 49.8 | 8.5 | 10.4 | 1.8 | 4.5 | |||
| Queue Delay | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | |||
| Total Delay | 65.8 | 50.5 | 37.9 | 40.2 | 49.8 | 8.5 | 10.4 | 1.8 | 4.5 | |||
| LOS | E | D | D | D | D | A | B | A | A | |||
| Approach Delay | 50.4 | 49.3 | 10.3 | 4.5 | ||||||||
| Approach LOS | D | D | B | A |
Intersection Summary
| Area Type: Other | |
| Cycle Length: 120 | |
| Actuated Cycle Length: 120 | |
| Offset: 72 (60%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow | |
| Natural Cycle: 85 | |
| Control Type: Actuated-Coordinated | |
| Maximum v/c Ratio: 0.67 | |
| Intersection Signal Delay: 16.5 | Intersection LOS: B |
| Intersection Capacity Utilization 56.5% | ICU Level of Service B |
| Analysis Period (min) 15 | |
Splits and Phases: 2: Far Hills Ave & Shantz Ave
