Research Article
Time-Dependent Transportation Network Design considering Construction Impact
Table 1
Link characteristics of the Nguyen-Dupuis network.
| Link | Free flow travel time (min) | Initial capacity |
| 1-5 | 11.17 | 177 | 1-12 | 14.36 | 104 | 4-5 | 14.36 | 163 | 4-9 | 18.88 | 235 | 5-6 | 4.79 | 245 | 5-9 | 14.36 | 121 | 6-7 | 7.98 | 295 | 6-10 | 70.75 | 213 | 7-8 | 7.98 | 183 | 7-11 | 14.36 | 291 | 8-2 | 14.36 | 275 | 9-10 | 12.32 | 221 | 9-13 | 11.25 | 278 | 10-11 | 12.76 | 241 | 11-2 | 14.36 | 283 | 11-3 | 12.77 | 169 | 12-6 | 11.17 | 164 | 12-8 | 5.05 | 179 | 13-3 | 11.25 | 278 |
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