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) |
| 500 | z'nom | 0.488 | 0.487 | 0.481 | 0.487 | 0.485 | 0.484 | z'avg | 0.503 | 0.490 | 0.483 | 0.491 | 0.482 | 0.483 | 600 | z'nom | 0.653 | 0.652 | 0.651 | 0.653 | 0.652 | 0.658 | z'avg | 0.682 | 0.661 | 0.653 | 0.667 | 0.655 | 0.653 | 700 | z'nom | 0.871 | 0.877 | 0.876 | 0.874 | 0.878 | 0.879 | z'avg | 0.908 | 0.890 | 0.878 | 0.894 | 0.880 | 0.876 | 800 | z'nom | 1.090 | 1.096 | 1.092 | 1.093 | 1.093 | 1.103 | z'avg | 1.129 | 1.109 | 1.096 | 1.113 | 1.098 | 1.098 | 900 | z'nom | 1.924 | 1.928 | 1.927 | 1.927 | 1.929 | 1.941 | z'avg | 1.977 | 1.947 | 1.935 | 1.952 | 1.936 | 1.937 |
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