Signal Timing Optimization for Transit Priority at Near-Saturated Intersections

Table 2

Traffic parameters of the tested intersection.

Intersection approach	Movements	Traffic volume (veh/h)	Saturation flow rate (veh/h)
East	Left turn	728	3100
	Through	1108	5800
	Right turn	588	1550
West	Left turn	294	1400
	Through	1368	8000
	Right turn	696	1550
North	Left turn	864	3200
	Through	540	2000
	Right turn	104	775
South	Left turn	124	700
	Through	524	3400
	Right-turn	92	775