Modeling the Variation in the Trajectory of Crosswalk Overflow Violation Pedestrians in China and Countermeasure

Table 1

Geometric characteristics of study sites and observation date.

Objective crosswalk	Hongqi Street		Tongzhi Street		Xian Road		Chongqing Road
	East	North	East	North	East	South	West
Observation time (p.m)	1:00–3:00 (2 days)	1:00–3:00 (2 days)	1:30–3:30 (2 days)	1:30–3:30 (2 days)	1:00–3:00 (2 days)	1:00–3:00 (2 days)	1:00–3:00 (2 days)
Crosswalk width/m	8	6	7	6	10	4	8
Crosswalk length/m	43	23	27	18	44	15	40
Distance to destination/m	130	260	90	42	82	30	45
Intersection angle/deg	90	90	90	90	90	90	90
Sample size of overflow pedestrians	205	136	172	117	160	160	162
Sample size of all pedestrians	734	591	542	468	669	800	623
Total	4427