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

Table 3

Average passenger occupancy of transit vehicle at approaches of intersections.

		⁢Intersection of Caochangmen Blvd and Longyuanxi Ave				⁢Intersection of Caochangmen Blvd and Xingjian St
		EB	WB	SB	NB	EB	WB	SB	NB
7:00–7:15	LT	13.9	8.8	NA	9.9	NA	NA	NA	NA
	TH	15.1	13.9	21.1	18.4	16.1	13.5	NA	NA
	RT	15.9	NA	11.6	9.2	8.1	NA	NA	NA
7:15–7:30	LT	14.8	11.1	NA	13.1	NA	NA	NA	NA
	TH	23.4	16.9	26.3	23.9	22.5	15.8	NA	NA
	RT	19.8	NA	16.1	10.5	11.1	NA	NA	NA
7:30–7:45	LT	17.2	12.2	NA	15.1	NA	NA	NA	NA
	TH	23.6	19.5	28.6	24.9	22.9	16.4	NA	NA
	RT	19.9	NA	18.5	12.5	13.8	NA	NA	NA
7:45–8:00	LT	18.5	10.7	NA	14.7	NA	NA	NA	NA
	TH	21.3	18.5	27.8	27.1	19.9	17.2	NA	NA
	RT	23.4	NA	18.4	11.2	13.3	NA	NA	NA