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

Table 5

Simulation stop rate of the current signal control scheme at the intersection.

Items	South approach		West approach		North approach		East approach
	Left-turn	Through	Left-turn	Through	Left-turn	Left-turn	Through	Left-turn
Number of stops (veh)	32	160	19	125	24	200	23	213
Vehicles of pass through (veh)	43	146	21	123	29	201	24	129
Stop rate	0.74	1.10	0.90	1.02	0.83	1.00	0.99	1.65
Approach	1.02		1		0.97		1.32
Intersection	1.08