An Open Access Journal
Table 3 Near-peak scenario in near-optimal method
From: Sensitivity of a real-time freeway crash prediction model to calibration optimality
Station | ACP | Impact | Significant at 95%? | |
|---|---|---|---|---|
Non-VSLS | VSLS | |||
40 | 1.014 | 2.113 | −108% | Y |
50 | 0.218 | 0.226 | −4% | N |
60 | 0.208 | 0.062 | 70% | N |
70 | 0.455 | 0.302 | 34% | Y |
80 | 0.207 | 0.133 | 36% | N |
90 | 0.52 | 0.429 | 18% | N |
100 | 0.839 | 0.663 | 21% | N |
110 | 0.816 | 0.643 | 21% | Y |
120 | 0.573 | 0.314 | 45% | Y |
130 | 0.653 | 0.31 | 53% | Y |
140 | 0.332 | 0.131 | 61% | Y |