Integration of Model-Based Signal Control and Queue Spillover Control for Urban Oversaturated Signalized Intersection

Table 1

Traffic volume for Intersection 1 during the simulation duration.

ENTRY	Left Turn[vehicle/h]	Through[vehicle/h]	Right Turn[vehicle/h]
NB	147	256	166
SB	181	221	168
EB	166	1297	215
WB	175	963	183