Table 4.
Unweighted | Weighted | |||
---|---|---|---|---|
OR (95% CI) | P-Value | OR (95% CI) | P-Value | |
Any Visible Signala | 2.89 (0.76–10.96) | 0.119 | 3.67 (0.34–39.7) | 0.252 |
Traffic Regulationb | 0.145 | 0.062 | ||
None | Ref | Ref | ||
Phased Signal | 1.50 (0.43–5.23) | 1.71 (0.43–6.74) | ||
Countdown Signal | 0.73 (0.20–2.64) | 1.51 (0.14–16.8) | ||
Police | 0.05 (0.002–1.26) | 0.05 (0.004–0.60) | ||
Phased Signal Duration | ||||
Green (Seconds)c | 1.04 (0.99–1.09) | 0.107 | 1.07 (0.98–1.17) | 0.100 |
Red (Seconds)c | 1.00 (0.97–1.04) | 0.871 | 1.00 (0.93–1.08) | 0.990 |
Any Pedestrian Signald | 1.11 (0.44–2.78) | 0.825 | 2.26 (0.38–13.3) | 0.330 |
Type of Pedestrian Signald | 0.068 | 0.113 | ||
No Signalization | Ref. | Ref. | ||
Stationary Figure | 5.55 (0.95–32.3) | 8.88 (1.32–59.6) | ||
Countdown & Figure | 0.73 (0.21–2.50) | 1.53 (0.09–27.0) | ||
Vehicle Signal | 5.51 (0.83–36.6) | 2.52 (0.22–29.2) | ||
Transit Police | 0.12 (0.004–3.62) | 0.09 (0.01–1.02) | ||
Pedestrian Signal Duration | ||||
Green (Seconds)c | 1.30 (1.02–1.67) | 0.035 | 1.42 (1.07–1.90) | 0.024 |
Red (Seconds)c | 1.26 (0.96–1.66) | 0.099 | 1.74 (0.56–5.40) | 0.267 |
Crossing Rate<3.5 Ft/Sece | 5.09 (0.36–71.9) | 0.229 | 8.28 (0.02–3786) | 0.449 |
Adjusted for Total Width, Vehicles per Hour, Pedestrians per Hour, Marked Crosswalk, Mean Vehicle Speed and Number of Segments
Adjusted for Total Width, Vehicles per Hour, Pedestrians per Hour, Mean Vehicle Speed and Number of Segments
Adjusted for Total Width, Vehicles per Hour, Pedestrians per Hour, and Mean Vehicle Speed
Adjusted for Total Width, Vehicles per Hour, Pedestrians per Hour, and Number of Segments
Adjusted for Vehicles per Hour, Pedestrians per Hour, and Mean Vehicle Speed