| Soil Sample | Compaction Parameters | Bearing Capacity | |
| Wopm% | ɣdMax | Soaked CBR | |
| P1 | 19.50 | 1.58 | 3 |
| P2 | 19.50 | 1.59 | 24 |
| P3 | 17.90 | 1.75 | 22 |
| P4 | 17.80 | 1.72 | 7 |
| P5 | 19.50 | 1.60 | 35 |
| P6 | 18.20 | 1.81 | 16 |
| P7 | 31.90 | 1.43 | 6 |
| P8 | 25.70 | 1.61 | 16 |
| P9 | 18.40 | 1.76 | 12 |
| P10 | 16.00 | 1.77 | 11 |
| P11 | 19.10 | 1.70 | 8 |
| P12 | 17.40 | 1.74 | 9 |
| P13 | 20.40 | 1.74 | 14 |
| P14 | 17.70 | 1.79 | 13 |
| P15 | 20.50 | 1.72 | 18 |
| P16 | 21.60 | 1.72 | 16 |
| Average | 20.87 | 1.70 | 12 |
| Ecart-Type | 3.32 | 0.07 | 3 |
| Variation Ratio | 16% | 4% | 25% |