| Weight of cement | Workability of quarry dust material | ||
| Water cement ratio | Volume of water | Slump in (mm) | |
| 1 | 2000 g | 0.50 | 900 ml |
| 2 | 2000 g | 0.55 | 1100 ml |
| 3 | 2000 g | 0.60 | 1300 ml |