Research Article
Real-Time Prediction of Lane-Based Queue Lengths for Signalized Intersections
Table 5
Average IQA (veh/5 seconds) under the influence of different upstream turning flows (period: 17:40–17:50).
| Upstream turning flow | Lane 1 | Lane 2 | Lane 3 | (left-turn movement) | (through Movement) | (through and right-turn movement) |
| T and R | 0.64 | 1.27 | 1.55 | L and R | 0.20 | 0.45 | 0.54 | R | 0.05 | 0.13 | 0.15 |
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