Lanes, Volumes, Timings
1: Far Hills Ave & Old River Trl/Springhouse Rd
01/07/2023
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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 | 14.0 | 33.0 | 33.0 | 14.0 | 64.0 | 50.0 | 50.0 | |||
| Total Split (%) | 11.8% | 41.8% | 12.7% | 30.0% | 30.0% | 12.7% | 58.2% | 45.5% | 45.5% | |||
| Maximum Green (s) | 7.0 | 40.0 | 8.0 | 27.0 | 27.0 | 8.0 | 58.0 | 44.0 | 44.0 | |||
| 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) | 14.4 | 24.5 | 14.4 | 86.8 | 88.0 | 73.5 | 73.5 | |||||
| Actuated g/C Ratio | 0.13 | 0.22 | 0.13 | 0.79 | 0.80 | 0.67 | 0.67 | |||||
| v/c Ratio | 0.08 | 0.16 | 0.44 | 0.26 | 0.22 | 0.24 | 0.43 | |||||
| Control Delay | 39.1 | 30.6 | 48.8 | 5.8 | 3.9 | 11.5 | 11.1 | |||||
| Queue Delay | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | |||||
| Total Delay | 39.1 | 30.6 | 48.8 | 5.8 | 3.9 | 11.5 | 11.1 | |||||
| LOS | D | C | D | A | A | B | B | |||||
| Approach Delay | 32.6 | 48.8 | 4.2 | 11.1 | ||||||||
| Approach LOS | C | D | A | B | ||||||||
Intersection Summary
Area Type: Other
Cycle Length: 110
Actuated Cycle Length: 110
Offset: 48 (44%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow
Natural Cycle: 85
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.44
Intersection Signal Delay: 11.1
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
