| Days | A.N. flow of vehicles: route A | Traffic arrival rate () at route A (no. of vehicles/hour) | A.N. flow of vehicles: route B | Traffic arrival rate () at route B (no. of vehicles/hour) |
| 1 | 0,72 | 99,3951807228915 | 0,56 | 28,9000000000001 | 2 | 0,94 | 99,5951807228915 | 0,33 | 28,2000000000001 | 3 | 0,91 | 99,5951807228915 | 0,69 | 28,9000000000001 | 4 | 0,25 | 98,8951807228916 | 0,79 | 28,9000000000001 | 5 | 0,1 | 98,7951807228916 | 0,31 | 28,2000000000001 | 6 | 0,66 | 99,3951807228915 | 0,93 | 29,2000000000001 | 7 | 0,59 | 99,3951807228915 | 0,07 | 25,3000000000001 | 8 | 0,53 | 98,8951807228916 | 0,94 | 29,2000000000001 | 9 | 0,58 | 99,3951807228915 | 0,42 | 28,9000000000001 | 10 | 0,94 | 99,5951807228915 | 0,96 | 29,2000000000001 |
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