Queue Intensity Adaptive Signal Control for Isolated Intersection Based on Vehicle Trajectory Data

Table 3

The comprehensive results of four methods.

Methods	EQI		TPQS		Delay (s)		Stops
	Avg	Max	Avg	Max	Avg	Max	Avg	Max
Fixed time	1.50	2.29	16.9%	30.9%	59.7	73.4	2.26	3.69
QIA-Lite	0.93	1.23	3.7%	8.4%	47.4	50.1	1.65	2.15
QIA	0.68	0.76	0.5%	2.4%	46.4	50.2	1.24	1.54
MP	0.81	0.90	1.3%	2.7%	45.6	48.3	2.45	2.76