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

NR, not relevant; green time enables walking speed ≤ 0.5 m/s.