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Exhibit 1-13. U.S. 95/Styner-Lauder Avenue (Dataset4) Lane Group Capacity, Control Delay, and LOS Determination - Ten Year Volume Forecast (Signal control) |
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| Approach | EB | WB | NB | SB | ||||
| Movement | LT | TH/RT | LT | TH/RT | LT | TH/RT | LT | TH/RT |
| Adj flow rate | 61 | 189 | 67 | 250 | 38 | 496 | 72 | 679 |
| Lane group capacity | 222 | 438 | 295 | 432 | 421 | 2,067 | 521 | 2,012 |
| v/c ratio | 0.27 | 0.43 | 0.23 | 0.58 | 0.09 | 0.24 | 0.14 | 0.34 |
| 95% queue length | 2.0 | 5.8 | 2.2 | 7.6 | 0.7 | 4.8 | 1.4 | 6.6 |
| Green ratio | 0.25 | 0.25 | 0.25 | 0.25 | 0.58 | 0.58 | 0.58 | 0.58 |
| Control delay | 21.2 | 22.0 | 19.7 | 25.3 | 5.9 | 6.3 | 6.2 | 6.9 |
| Lane group LOS | C | C | B | C | A | A | A | A |
| Approach delay | 21.6 | 24.1 | 6.3 | 6.9 | ||||
| Approach LOS | C | C | A | A | ||||
| Intersection delay | 11.6 | Intersection LOS | B | |||||
| Crtical v/c ratio | .34 | |||||||