Research Article

Evaluating the Performance of Connected and Automated Vehicles in Fixed Signal-Controlled Conventional Intersections and Superstreets with Platooning-Based Trajectory Planning

Table 2

Traffic characteristic information on the superstreet at Leeland, NC.

ApproachAverage speed (m/s)Peak hour demandAverage stopsTravel time (minutes)

EBL5.991832.45
EBR6.932021.38
EBT5.68922.25
NBL8.002011.17
NBR14.087100.64
NBT14.75202900.81
SBL5.7232111.26
SBR14.263800.4
SBT19.58163700.58
WBL8.096622
WBR7.6934510.89
WBT5.051122.09