Table 4. Average Direct Pseudo-elasticity effects for nighttime model.
| Variable | Elasticity % | ||
|---|---|---|---|
| PDO | Injury | Fatality | |
| Young | 96.63 | -15.32 | 23.31 |
| Old | 6.59 | 0.05 | -1.33 |
| Male | -142.23 | -7.94 | 47.2 |
| Curve | -9.84 | -4.88 | 14.85 |
| U-turn | -30.96 | 15.25 | -35.11 |
| Rural | -72.58 | 0.28 | 12.52 |
| Angle | 13.93 | -2.31 | -14.04 |
| Sideswipe | 87.58 | -16.79 | 28.9 |
| Heavy | -49.17 | -8.06 | 30.52 |
| Passenger | -327.67 | 0.42 | 58.73 |
| Multi-vehicle | 82.98 | 22.17 | -74.44 |
| Winter | -26.43 | -1.3 | 8.31 |
| Rain | -28.54 | 8.59 | 17.75 |
| Concrete | -11.56 | 8.22 | -19.87 |
| Asphalt | -18.02 | 2.07 | -2.24 |
| Milling | 31.63 | 3.31 | -14.63 |
| U-turn | -30.96 | 15.25 | -35.11 |
| N. lane closures | -21.78 | -11.61 | 35.02 |
| Speeding | -76.87 | 1.47 | 10.12 |