Research Article
Signal Timing Optimization for Transit Priority at Near-Saturated Intersections
Table 2
Traffic parameters of the tested intersection.
| Intersection approach | Movements | Traffic volume (veh/h) | Saturation flow rate (veh/h) |
| East | Left turn | 728 | 3100 | Through | 1108 | 5800 | Right turn | 588 | 1550 | West | Left turn | 294 | 1400 | Through | 1368 | 8000 | Right turn | 696 | 1550 | North | Left turn | 864 | 3200 | Through | 540 | 2000 | Right turn | 104 | 775 | South | Left turn | 124 | 700 | Through | 524 | 3400 | Right-turn | 92 | 775 |
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