Table 12: Reference point and deviation from reference point with MOORA.

Criteria Reference Point Deviation from Reference Point
Road A Road B Road C Road D
1 -2.3842 -1.8462 -1.5487 -0.0329 0.0000
2 -3.3682 -2.1134 -2.4864 0.0000 -0.2207
3 3.4579 -1.9493 0.0000 -2.3032 -0.3217
4 3.3797 -2.2043 -0.3496 -2.4008 0.0000
5 -2.0666 0.0000 -2.1675 -1.1339 -3.9569
6 -0.7479 -0.1405 -2.0912 0.0000 -1.7566
7 6.9222 -0.4326 -2.1728 -4.1773 0.0000
8 5.2614 -2.2516 0.0000 -2.8997 -4.6934
9 5.9502 0.0000 0.0000 -3.9668 -3.9668
10 3.8450 0.0000 0.0000 0.0000 0.0000
11 0.0000 0.0000 0.0000 0.0000 0.0000
12 0.0000 0.0000 0.0000 0.0000 0.0000
13 8.7778 -7.8025 -1.9506 0.0000 -5.8518
Total Deviation from Reference Point -18.7405 -12.7668 -16.9147 -20.7680
Ranking 3 1 2 4