Research Article
Modeling and Application of Pedestrian Safety Conflict Index at Signalized Intersections
Table 1
Table of collected data.
| Number | Intersection crossing | per hr | (p/h) | (p/m2) | (m/s) | (Veh/h) | (Veh/h) | (km/h) |
| 1 | A, morning peak | 15 | 129 | 0.1185 | 1.21 | 84 | 398 | 20.96 | 2 | A, noon peak | 41 | 136 | 0.1326 | 1.14 | 71 | 328 | 19.36 | 3 | A, afternoon peak | 38 | 158 | 0.1554 | 1.13 | 66 | 382 | 22.82 | 4 | B, morning peak | 23 | 121 | 0.1430 | 1.41 | 77 | — | 23.80 | 5 | B, noon peak | 19 | 108 | 0.1295 | 1.39 | 98 | — | 24.76 | 6 | B, afternoon peak | 98 | 153 | 0.2107 | 1.21 | 197 | — | 25.64 | 7 | C, morning peak | 30 | 141 | 0.1618 | 1.13 | 67 | 314 | 21.70 | 8 | C, noon peak | 26 | 83 | 0.0996 | 1.08 | 50 | 325 | 21.80 | 9 | C, afternoon peak | 47 | 169 | 0.1872 | 1.17 | 72 | 327 | 22.12 |
|
|