Table 6 Various combinations considered for DSR and SCB test samples.
Test | agregate type | Bitumen Type | Additive type | Additive Percentage (%) |
---|---|---|---|---|
DSR | None | PG 58–22 | Control sample | 0 |
CNTs | 0.3 | |||
CNTs | 0.6 | |||
NGO | 0.3 | |||
NGO | 0.6 | |||
SCB | Siliceous | PG 58–22 | Control sample | 0 |
CNTs | 0.3 | |||
CNTs | 0.6 | |||
Limestone | PG 58–22 | Control sample | 0 | |
CNTs | 0.3 | |||
CNTs | 0.6 | |||
Siliceous | PG 58–22 | NGO | 0.3 | |
NGO | 0.6 | |||
Limestone | PG 58–22 | NGO | 0.3 | |
NGO | 0.6 |