Research Article
Tram-Oriented Traffic Signal Timing Resynchronization
Table 2
Traffic volumes and traffic signal timings.
| Intersection No. and approach | Traffic volumes (vph) | | | | | (s) | (s) | Left | Through | Right |
| 1 | Eastbound | 229 | 816 | 95 | 0.32 | 0.32 | 0.18 | 0.18 | 20 | 10 | Westbound | 100 | 405 | 84 | Southbound | 105 | 430 | 71 | Northbound | 107 | 407 | 193 |
| 2 | Eastbound | 202 | 823 | 89 | 0.33 | 0.33 | 0.16 | 0.16 | 20 | 10 | Westbound | 103 | 412 | 68 | Southbound | 56 | 229 | 37 | Northbound | 149 | 394 | 167 |
| 3 | Eastbound | 218 | 785 | 43 | 0.36 | 0.36 | 0.20 | 0.20 | 15 | 10 | Westbound | 75 | 410 | 113 | Southbound | 120 | 275 | 53 | Northbound | 123 | 430 | 183 |
| 4 | Eastbound | 212 | 822 | 54 | 0.42 | 0.42 | 0.22 | 0.22 | 15 | 10 | Westbound | 101 | 396 | 89 | Southbound | 83 | 181 | 69 | Northbound | 92 | 313 | 293 |
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