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

Table 2

Traffic flow volumes at each intersection on the arterial (veh/h).

Approach
	LT	TH	RT	LT	TH	RT	LT	TH	RT	LT	TH	RT	LT	TH	RT
W	902	1380	190	884	1354	130	1310	828	100	586	1040	96	610	1100	220
N	514	400	210	442	468	220	440	711	300	500	870	174	448	690	186
E	478	746	120	504	684	100	932	546	258	600	1072	216	560	1250	224
S	510	394	474	440	472	442	442	705	454	490	900	390	452	681	320