Dynamic Phase Signal Control Method for Unstable Asymmetric Traffic Flow at Intersections

Table 7

Queue length of the Hongqi Street and Huaihe Road intersection after optimization.

Items		South approach		West approach		North approach		East approach
		Left-turn	Through	Left-turn	Through	Left-turn	Left-turn	Through	Left-turn
Average	Flow (m)	10	60	6	20	12	31	7	28
	Intersection (m)	22