A General Maximum Progression Model to Concurrently Synchronize Left-Turn and through Traffic Flows on an Arterial

Table 3

Distribution ratio of phase green time for each intersection.

Intersection	W		N		E		S
	LT	TH	LT	TH	LT	TH	LT	TH
	0.36686	0.49784	0.18542	0.14430	0.17244	0.30342	0.18542	0.14430
	0.37789	0.48846	0.15945	0.17027	0.18182	0.29239	0.15945	0.17027
	0.47258	0.31499	0.15945	0.17100	0.35456	0.19697	0.15945	0.17100
	0.21645	0.38672	0.18038	0.21645	0.21645	0.38672	0.18038	0.21645
	0.22006	0.44464	0.16306	0.16594	0.22636	0.45094	0.16306	0.16594