Biobjective Optimization and Evaluation for Transit Signal Priority Strategies at Bus Stop-to-Stop Segment

Table 1

Traffic volumes for the intersection of Caochangmen Blvd and Longyuanxi Ave.

		LT veh (veh)	TH veh (veh)	RT veh (veh)	LT bus (bus)	TH bus (bus)	RT bus (bus)	Ped (ped)	Bic (bic)
7:00–7:15	EB	44	272	65	7	12	6	155	158
	WB	27	81	37	5	10	NA	77	95
	SB	50	47	71	NA	6	3	99	141
	NB	31	56	60	7	7	8	72	123
7:15–7:30	EB	47	275	73	7	13	7	201	197
	WB	43	79	49	5	11	NA	61	111
	SB	47	75	79	NA	6	3	161	195
	NB	43	68	65	7	9	6	127	171
7:30–7:45	EB	56	324	78	6	11	8	210	261
	WB	31	124	56	4	11	NA	92	172
	SB	57	73	90	NA	9	2	198	301
	NB	56	69	82	4	8	8	101	184
7:45–8:00	EB	51	301	79	5	12	6	149	222
	WB	44	88	53	5	10	NA	100	192
	SB	51	58	70	NA	7	3	161	231
	NB	50	56	77	8	9	7	142	199