Real-Time Prediction of Lane-Based Queue Lengths for Signalized Intersections

Table 5

Average IQA (veh/5 seconds) under the influence of different upstream turning flows (period: 17:40–17:50).

Upstream turning flow	Lane 1	Lane 2	Lane 3
	(left-turn movement)	(through Movement)	(through and right-turn movement)
T and R	0.64	1.27	1.55
L and R	0.20	0.45	0.54
R	0.05	0.13	0.15