Research Article

Simulation-Based Evaluation of Variation in Left-Turn Paths in the Coordinated Intersection Management

Table 1

Travelling efficiency performance of different nominal left-turn paths.

Traffic demand (veh/h/lane)Sched. 1 (Path C1)Sched. 2 (Path C2)Sched. 3 (Path C3)Sched. 4 (Path E1)Sched. 5 (Path E2)Sched. 6 (Path E3)

500z'nom0.4880.4870.4810.4870.4850.484
z'avg0.5030.4900.4830.4910.4820.483
600z'nom0.6530.6520.6510.6530.6520.658
z'avg0.6820.6610.6530.6670.6550.653
700z'nom0.8710.8770.8760.8740.8780.879
z'avg0.9080.8900.8780.8940.8800.876
800z'nom1.0901.0961.0921.0931.0931.103
z'avg1.1291.1091.0961.1131.0981.098
900z'nom1.9241.9281.9271.9271.9291.941
z'avg1.9771.9471.9351.9521.9361.937