Offset Optimization Based on Queue Length Constraint for Saturated Arterial Intersections

Table 1

All entry flows and approach length of the arterial.

Direction	Intersection 𝑖		Intersection 𝑗
	Volumes (veh/h)	Approach length (m)	Volumes (veh/h)	Approach length (m)
East approach
Through	—	325	1738	400
Left turn	—	—	242	—
West approach
Through	1794	400	—	400
Left turn	269	—	—	—
North approach
Through	298	275	400	425
Left turn	128	—	171	—
South approach
Through	272	300	498	355
Left turn	119	—	213	—