Exhibit 1-11. U.S. 95/Styner-Lauder Avenue (Dataset2) |
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EB | WB | NB | SB | |||||
LT | TH/RT | LT | TH/RT | LT | TH/RT | LT | TH/RT | |
Adjusted flow rate | 50 | 155 | 55 | 205 | 31 | 407 | 59 | 557 |
Lane group capacity | 276 | 438 | 313 | 432 | 491 | 2,067 | 569 | 2,012 |
v/c ratio | 0.18 | 0.35 | 0.18 | 0.47 | 0.06 | 0.20 | 0.10 | 0.28 |
95% queue length | 1.6 | 4.8 | 1.8 | 6.3 | 0.6 | 3.9 | 1.1 | 5.4 |
Green ratio | 0.25 | 0.25 | 0.25 | 0.25 | 0.58 | 0.58 | 0.58 | 0.58 |
Control delay | 19.0 | 20.7 | 18.9 | 22.9 | 5.7 | 6.1 | 5.9 | 6.6 |
Lane group LOS | B | C | B | C | A | A | A | A |
Approach delay | 20.3 | 22.0 | 6.1 | 6.5 | ||||
Approach LOS | C | C | A | A | ||||
Intersection delay | 10.9 | Intersection LOS | B | |||||
Critical v/c ratio | 0.34 |