Bilevel Programming for Traffic Signal Coordinated Control considering Pedestrian Crossing

Table 3

Data of intersection and optimized results.

Intersection		Flow (pcu/h)	Left-turn ratio	Right-turn ratio	Pedestrian flow (ped/h)	Optimized
						Green time (N-S) (s)	Offset (s)
Beijing East Road–Taiping North Road	N	420	0.21	0.29	1352	63
	S	230	0.7	0.3	537
	W	746	0	0.24	339		35
	E	—	—	—	134
Sipailou Road–Taiping North Road	N	583	0	0.18	147	85
	S	537	0.32	0	209
	W	285	0.36	0.64	614		104
	E	—	—	—	—
Wendui Bridge–Taiping North Road	N	412	0	0	1462	83
	S	564	0	0	253
	W	103	0.33	0.67	638		21
	E	—	—	—	—
Zhujiang Road–Taiping North Road	N	692	0.32	0.06	1892	64
	S	432	0.12	0.35	1379
	W	772	0.10	0.16	960		3
	E	750	0.27	0.05	1053
Changjiang Back Street–Taiping North Road	N	1324	0.13	0.21	590	65
	S	1209	0.04	0.09	816
	W	301	0.35	0.29	1283		84
	E	180	0.43	0.26	1720
Shi Po Po–Taiping North Road	N	1190	0.24	0.06	24	58
	S	891	0.32	0.16	528
	W	289	0.14	0.33	730		33
	E	—	—	—	—
Changjiang Road–Taiping North Road	N	932	0.13	0.19	1625	61
	S	1209	0.19	0.20	1793
	W	509	0.10	0.21	2019		13
	E	734	0.32	0.11	1831
Zhongshan East Road–Taiping North Road	N	1723	0.12	0.32	2032	66
	S	1439	0.23	0.17	1208
	W	1887	0.11	0.32	1902
	E	2031	0.22	0.16	2319