Research Article
Optimal Design of Signal Controlled Road Networks Using Differential Evolution Optimization Algorithm
Table 1
Fixed travel demands for each O-D pair (vehicles/hour).
| O-D pairs | F | E | D | B | A | Origin totals |
| A | 200 | 30 | 700 | 250 | — | 1180 | C | 900 | 130 | 200 | 20 | 40 | 1290 | D | 100 | 50 | — | 250 | 400 | 800 | E | 20 | — | 30 | 130 | 300 | 480 | G | 20 | 60 | 170 | 450 | 550 | 1250 |
| Destination totals | 1240 | 270 | 1100 | 1100 | 1290 | 5000 |
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