| No | Condition | Intersection | V/C | Maximum Queue Length (m) | Delay (s) |
|---|---|---|---|---|---|
| 1 | Existing (Scenario 1) |
Patal Pusri | 1.40 | 797.00 | 498.00 |
| Taman Kenten | 1.10 | 504.72 | 135.77 | ||
| Seduduk Putih | 1.16 | 211.18 | 184.68 | ||
| 2 | Underpass (Scenario 2) |
Patal Pusri | 0.96 | 423.00 | 120.00 |
| Taman Kenten | 0.83 | 256.08 | 89.02 | ||
| Seduduk Putih | 0.82 | 191.68 | 130.00 | ||
| 3 | Underpass + Traffic Management (Scenario 3) | Patal Pusri | 0.81 | 200.00 | 84.00 |
| Taman Kenten | 0.75 | 78.21 | 76.15 | ||
| Seduduk Putih | 0.74 | 26.75 | 76.4 |