Lanes, Volumes, Timings
1: Far Hills Ave & Old River Trl/Springhouse Rd
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 | 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 | 60.0 | 16.0 | 47.0 | 47.0 | 16.0 | 90.0 | 74.0 | 74.0 | |||
| Total Split (%) | 8.7% | 40.0% | 10.7% | 31.3% | 31.3% | 10.7% | 60.0% | 49.3% | 49.3% | |||
| Maximum Green (s) | 7.0 | 54.0 | 10.0 | 41.0 | 41.0 | 10.0 | 84.0 | 68.0 | 68.0 | |||
| 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) | 1 | 1 | 1 | 2 | 0 | 0 | ||||||
| Act Effct Green (s) | 18.4 | 31.4 | 18.4 | 119.6 | 119.6 | 111.8 | 111.8 | |||||
| Actuated g/C Ratio | 0.12 | 0.21 | 0.12 | 0.80 | 0.80 | 0.75 | 0.75 | |||||
| v/c Ratio | 0.25 | 0.08 | 0.69 | 0.01 | 0.32 | 0.16 | 0.17 | |||||
| Control Delay | 61.7 | 45.6 | 80.3 | 1.0 | 1.2 | 8.8 | 6.9 | |||||
| Queue Delay | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | |||||
| Total Delay | 61.7 | 45.6 | 80.3 | 1.0 | 1.2 | 8.8 | 6.9 | |||||
| LOS | E | D | F | A | A | A | A | |||||
| Approach Delay | 54.2 | 80.3 | 1.2 | 7.2 | ||||||||
| Approach LOS | D | F | A | A |
Intersection Summary
| Area Type: | Other | ||
| Cycle Length: 150 | |||
| Actuated Cycle Length: 150 | |||
| Offset: 102 (68%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow | |||
| Natural Cycle: 85 | |||
| Control Type: Actuated-Coordinated | |||
| Maximum v/c Ratio: 0.69 | |||
| Intersection Signal Delay: 11.4 | Intersection LOS: B | ||
| Intersection Capacity Utilization 66.7% | ICU Level of Service C | ||
| Analysis Period (min) 15 | |||
Splits and Phases: 1: Far Hills Ave & Old River Trl/Springhouse Rd
