Modeling and Application of Pedestrian Safety Conflict Index at Signalized Intersections

Table 1

Table of collected data.

Number	Intersection crossing	𝐶𝑣 per hr	𝑄𝑝 (p/h)	𝐾𝑝 (p/m^2)	𝑉𝑝 (m/s)	𝑄𝑣 (Veh/h)	𝑄𝑠 (Veh/h)	𝑉𝑣 (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