Table 3 The properties of the SMA-13 mixture
Asphalt content(%) | Volume of air voids(%) | Voids in mineral aggregate(%) | Voids filled with asphalt(%) | Marshall stability(kN) | Flow value(mm) |
|---|---|---|---|---|---|
6.5 | 4.0 | 18.5 | 78.4 | 7.6 | 4.3 |
Asphalt content(%) | Volume of air voids(%) | Voids in mineral aggregate(%) | Voids filled with asphalt(%) | Marshall stability(kN) | Flow value(mm) |
|---|---|---|---|---|---|
6.5 | 4.0 | 18.5 | 78.4 | 7.6 | 4.3 |