Modified Model Predictive Control for Coordinated Signals along an Arterial under Relaxing Assumptions

Table 4

Sampling ranges of the traffic demand.

Sampling item	Intersections	Approaches	Demand loading period
			0–2700 s	2700–9900 s	9900–11700 s
Vehicle input (veh/h)	1	West	1100–1300	1700–1900	1100–1300
	3	East	1100–1300	1500–1700	1100–1300
	1, 2, and 3	North and south	400–600	800–1000	400–600
Unidirectional pedestrian input (ped/h)	1, 2, and 3	—	100–200	200–400	100–200