Lanes, Volumes, Timings
1: Far Hills Ave & Old River Trl/Springhouse Rd
01/06/2023
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| Lane Group | EBL | EBT | EBR | WBL | WBT | WBR | NBL | NBT | NBR | SBL | SBT | SBR |
| Permitted Phases | 4 | 4 | 8 | 2 | 6 | |||||||
| Detector Phase | 7 | 4 | 5 | 8 | 8 | 5 | 2 | 6 | 6 | |||
| Switch Phase | ||||||||||||
| Minimum Initial (s) | 7.0 | 10.0 | 7.0 | 10.0 | 10.0 | 7.0 | 20.0 | 20.0 | 20.0 | |||
| Minimum Split (s) | 13.0 | 33.0 | 13.0 | 33.0 | 33.0 | 13.0 | 26.0 | 26.0 | 26.0 | |||
| Total Split (s) | 13.0 | 46.0 | 15.0 | 33.0 | 33.0 | 15.0 | 74.0 | 59.0 | 59.0 | |||
| Total Split (%) | 10.8% | 38.3% | 12.5% | 27.5% | 27.5% | 12.5% | 61.7% | 49.2% | 49.2% | |||
| Maximum Green (s) | 7.0 | 40.0 | 9.0 | 27.0 | 27.0 | 9.0 | 68.0 | 53.0 | 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 | |||||
| Total Lost Time (s) | 6.0 | 6.0 | 6.0 | 6.0 | 6.0 | 6.0 | 6.0 | |||||
| Lead/Lag | Lead | Lead | Lag | Lag | Lead | Lag | Lag | |||||
| Lead-Lag Optimize? | Yes | Yes | 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 | 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 | 20.0 | 10.0 | 10.0 | 10.0 | ||||||
| Pedestrian Calls (#/hr) | 2 | 0 | 0 | 0 | 3 | 3 | ||||||
| Act Effct Green (s) | 14.6 | 28.2 | 14.6 | 93.4 | 93.4 | 79.8 | 79.8 | |||||
| Actuated g/C Ratio | 0.12 | 0.24 | 0.12 | 0.78 | 0.78 | 0.66 | 0.66 | |||||
| v/c Ratio | 0.09 | 0.15 | 0.47 | 0.27 | 0.23 | 0.24 | 0.44 | |||||
| Control Delay | 43.9 | 34.8 | 55.0 | 7.4 | 6.0 | 11.2 | 11.2 | |||||
| Queue Delay | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | |||||
| Total Delay | 43.9 | 34.8 | 55.0 | 7.4 | 6.0 | 11.2 | 11.2 | |||||
| LOS | D | C | E | A | A | B | B | |||||
| Approach Delay | 37.0 | 55.0 | 6.2 | 11.2 | ||||||||
| Approach LOS | D | E | A | B |
Intersection Summary
| Area Type: | Other |
| Cycle Length: 120 | |
| Actuated Cycle Length: 120 | |
| Offset: 56 (47%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow | |
| Natural Cycle: 85 | |
| Control Type: Actuated-Coordinated | |
| Maximum v/c Ratio: 0.47 | |
| Intersection Signal Delay: 12.2 | Intersection LOS: B |
| Intersection Capacity Utilization: 60.1% | ICU Level of Service: B |
| Analysis Period (min): 15 | |
Splits and Phases: 1: Far Hills Ave & Old River Trl/Springhouse Rd
