Relieving the Impact of Transit Signal Priority on Passenger Cars through a Bilevel Model

Table 1

Parameters of the traffic volume.

Parameters	Value
Direction	Volume	Turning ratio (left)	Transit proportion
			Straight	Left
EB	2121 (veh/h)	0.05	0.1	0.04
WB	1142 (veh/h)	0.13	0.1	0.09
SB	266 (veh/h)	0.66	0.01	0.03
NB	460 (veh/h)	0.78	0.01	0.04
Transit occupancy	50 (pax/veh)
Passenger car occupancy	1.8 (pax/veh)
Cycle length	60 s~120 s
Acceptable delay variation	5% and 10%