Research Article
Active Safety Planning Method for Transportation Network Design
Table 1
Link characteristics of the Nguyen-Dupuis road network.
| | Link a | Free flow time (min) | Link capacity (pcu/h) | Link length (km) |
| | 1 | 7.0 | 800 | 4.00 | | 2 | 9.0 | 800 | 6.00 | | 3 | 9.0 | 800 | 5.00 | | 4 | 12.0 | 800 | 8.00 | | 5 | 3.0 | 800 | 2.00 | | 6 | 9.0 | 800 | 5.00 | | 7 | 5.0 | 800 | 3.00 | | 8 | 13.0 | 800 | 8.00 | | 9 | 5.0 | 800 | 3.00 | | 10 | 9.0 | 800 | 6.00 | | 11 | 9.0 | 800 | 5.00 | | 12 | 10.0 | 800 | 6.00 | | 13 | 9.0 | 800 | 5.00 | | 14 | 6.0 | 800 | 4.00 | | 15 | 9.0 | 800 | 6.00 | | 16 | 8.0 | 800 | 5.00 | | 17 | 7.0 | 800 | 4.00 | | 18 | 14.0 | 800 | 6.00 | | 19 | 11.0 | 800 | 7.00 | | 20 | 12.0 | 0 | 8.00 | | 21 | 12.0 | 0 | 8.00 | | 22 | 12.0 | 0 | 8.00 | | 23 | 12.0 | 0 | 8.00 | | 24 | 12.0 | 0 | 8.00 |
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