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

Table 4

Solutions of biobjective model.

	Intersection of Caochangmen Blvd and Longyuanxi Ave		Intersection of Caochangmen Blvd and Xingjian St		Longjiang bus stop
	Original plan	Optimal plan	Original plan	Optimal plan	Original plan	Optimal plan
Duration of TSP green time (sec)	0	7	0	18	NA	NA
Passenger delay (sec)	1,232,399	1,122,171	549,584	495,446	130,696	119,293
Delay deviation (sec)	NA	NA	NA	NA	59,274	50,232
Maximum saturation degree of approaches (%)	83.1%	90%	72.3%	87.4%	NA	NA