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

Table 1

Traffic volumes at Huanggang-Fuzhong intersection.

		WBT	WBL	EBT	EBL	NBT	NBL	SBT	SBL
15-min volume (pcu)	1st	47	58	63	107	431	25	797	67
	2nd	50	96	75	82	618	14	610	94
	3rd	62	76	124	69	500	18	614	145
	4th	43	111	84	128	499	17	583	78
Hourly volume (pcu/h)		202	341	346	386	2048	74	2604	384
PHF		0.81	0.77	0.7	0.75	0.83	0.74	0.82	0.66