Research Article

Characteristics Analysis and Equilibrium Optimization of Mixed Traffic Flow considering Connected Automated and Human-Driven Vehicles

Table 14

Path data of OD pair 2 in equilibrium state.

Path numberTraffic flow of CAVs (veh/h)Traffic flow of HDVs-I (veh/h)Traffic flow of HDVs-II (veh/h)Total traffic flow (veh/h)Average travel time (min)

937011315039.65
10009944.79
11430419271112037.90
1200212143.04
1300171743.39
146412423489938.19