Table 2.
Sample n° (See Figure 5a) |
Components of the Mixture |
Size (mm) |
Mass of Fraction in Marshall Specimen (g) | Testing Mass (g) |
---|---|---|---|---|
1 | Coarse aggregate | 12.5–5.0 | 583 | 200 |
2 | Coarse sand | 2.5–0.32 | 407 | 200 |
3 | Fine sand | 0.16–0.08 | 52 | 46 |
4 | Mineral filler | <0.08 | 58 | 56 |
5 | Bitumen | - | 58 | 60 |