Research Article
Analysis of Children’s Traffic Behaviour at Signalized Crosswalks as a Precondition for Safe Children Routes Design: A Case Study from Croatia
Table 1
Basic geometric and traffic characteristics of the analysed pedestrian crosswalks.
| City/country | Location code | Crosswalk length (m) | Cycle (s) | Pedestrian green time (s) | Clearance time (s) | Min. pedestrian speed expected (m/s) | Green time | Clearance time |
| Osijek, Croatia | O-1 | 7 | 90 | 50 | 7 | NR | 1.0 | O-2 | 10.5 | 90 | 20 | 9 | 0.525 | 1.16 | O-3 | 9.3 | 90 | 50 | 7 | NR | 1.3 | O-4 | 10.5 | 90 | 20 | 9 | 0.525 | 1.16 | O-5 | 14 | 90 | 13 | 10 | 1.1 | 1.4 | O-6 | 9.2 | 90 | 42 | 21 | NR | NR | O-7 | 14 | 90 | 13 | 10 | 1.0 | 1.4 | O-8 | 9.2 | 90 | 42 | 21 | NR | NR |
| Rijeka, Croatia | R-1 | 16 | 80 | 12 | 6 | 1.33 | 2.7 | R-2 | 16.5 | 80 | 12 | 6 | 1.3 | 2.75 | R-3 | 7 | 100 | 13 | 25 | 0.54 | NR | R-4 | 10 | 100 | 13 | 6 | 0.78 | 1.7 | R-5 | 10 | 80 | 9 | 11 | 1.11 | 0.9 | R-6 | 10 | 80 | 9 | 11 | 1.11 | 0.9 |
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NR, not relevant; green time enables walking speed ≤ 0.5 m/s.
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