Research Article
Vehicle Delay Estimation for an Isolated Intersection under Actuated Signal Control
Table 1
Parameters of ASC and traffic flow of the intersection.
| Intersection approach | Minimum green time (sec) | Unit extension (sec) | Maximum green time (sec) | Arrival probability (vph) | Saturation flow (vph) |
| The main road | 20 | 3 | 40 | 1500 | 2000 | The side road | 10 | 3 | 20 | 800 | 1000 |
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