Research Article
Offset Optimization Based on Queue Length Constraint for Saturated Arterial Intersections
Table 1
All entry flows and approach length of the arterial.
| Direction | Intersection | Intersection | Volumes (veh/h) | Approach length (m) | Volumes (veh/h) | Approach length (m) |
| East approach | | | | | Through | — | 325 | 1738 | 400 | Left turn | — | — | 242 | — |
| West approach | | | | | Through | 1794 | 400 | — | 400 | Left turn | 269 | — | — | — |
| North approach | | | | | Through | 298 | 275 | 400 | 425 | Left turn | 128 | — | 171 | — |
| South approach | | | | | Through | 272 | 300 | 498 | 355 | Left turn | 119 | — | 213 | — |
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