Lanes, Volumes, Timings
3: W Thruston Blvd/E Thruston Blvd & Oakwood Ave & Far Hills Ave
01/06/2023
| Lane Group | NBL | NBT | NBR | NBR2 | SBL | SBT | SBR | SEL2 | SEL | SET | SER | SER2 |
| Permitted Phases | 6 | 6 | ||||||||||
| Detector Phase | 10 | 10 | 12 | 12 | 6 | 6 | 6 | |||||
| Switch Phase | ||||||||||||
| Minimum Initial (s) | 10.0 | 10.0 | 10.0 | 10.0 | 20.0 | 20.0 | 20.0 | |||||
| Minimum Split (s) | 33.0 | 33.0 | 22.5 | 22.5 | 26.0 | 26.0 | 26.0 | |||||
| Total Split (s) | 33.0 | 33.0 | 22.5 | 22.5 | 61.5 | 61.5 | 61.5 | |||||
| Total Split (%) | 22.0% | 22.0% | 15.0% | 15.0% | 41.0% | 41.0% | 41.0% | |||||
| Maximum Green (s) | 27.0 | 27.0 | 16.5 | 16.5 | 55.5 | 55.5 | 55.5 | |||||
| Yellow Time (s) | 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 | |||||
| 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 | |||||
| Recall Mode | None | None | None | None | Max | Max | Max | |||||
| Walk Time (s) | 7.0 | 7.0 | 7.0 | 7.0 | 7.0 | |||||||
| Flash Dont Walk (s) | 20.0 | 20.0 | 10.0 | 10.0 | 10.0 | |||||||
| Pedestrian Calls (#/hr) | 5 | 5 | 18 | 18 | 18 | |||||||
| Act Effct Green (s) | 16.5 | 13.8 | 13.8 | 75.3 | ||||||||
| Actuated g/C Ratio | 0.11 | 0.09 | 0.09 | 0.50 | ||||||||
| v/c Ratio | 0.60 | 0.65 | 0.64 | 0.25 | ||||||||
| Control Delay | 75.1 | 84.9 | 84.5 | 19.6 | ||||||||
| Queue Delay | 0.0 | 0.0 | 0.0 | 0.0 | ||||||||
| Total Delay | 75.1 | 84.9 | 84.5 | 19.6 | ||||||||
| LOS | E | F | F | B | ||||||||
| Approach Delay | 75.1 | 84.7 | 19.6 | |||||||||
| Approach LOS | E | F | B |
Intersection Summary
| Area Type: Other | |
| Cycle Length: 150 | |
| Actuated Cycle Length: 150 | |
| Offset: 58 (39%), Referenced to phase 2:NWTL, Start of Yellow | |
| Natural Cycle: 135 | |
| Control Type: Actuated-Coordinated | |
| Maximum v/c Ratio: 0.69 | |
| Intersection Signal Delay: 32.7 | Intersection LOS: C |
| Intersection Capacity Utilization 67.9% | ICU Level of Service C |
| Analysis Period (min) 15 |
Splits and Phases: 3: W Thruston Blvd/E Thruston Blvd & Oakwood Ave & Far Hills Ave
