Research Article
Simulation-Based Evaluation of Variation in Left-Turn Paths in the Coordinated Intersection Management
Table 3
Estimated delay increase due to left-turn path divergence.
| Traffic demand (veh/h/lane) | 500 | 600 | 700 | 800 | 900 |
| Total increased delay (sec) | 16.19 | 19.41 | 26.18 | 34.52 | 40.06 | Decreased intersection throughput (veh/h) | 31.66 | 45.54 | 71.67 | 108.01 | 141.02 |
|
|