Research on Intersection Signal Switching Model under Emergency Situation

Table 1

Basic data of the experimental analysis.

DATA		Vehicles (vel/h)	Saturated flow rate per lane (vel/h)	Green time (s)
East	Straight	352	1450	31
	Left	228	1350	23
South	Straight	307	1400	28
	Left	231	1300	22
West	Straight	312	1450	31
	Left	219	1350	23
North	Straight	279	1400	28
	Left	201	1300	22