Development and Validation of Improved Impedance Functions for Roads with Mixed Traffic Using Taxi GPS Trajectory Data and Simulation

Table 7

Evening peak hour traffic flow at the intersection of Tieji Road and Heping Avenue.

South entrance	Traffic flow (1 hour)		Proportion of traffic flow (%)
	Car (pcu/h)	Bus (pcu/h)
Left	400	0	38.24
Straight	334	5	31.93
Right	312	12	29.83