Table 6 Various combinations considered for DSR and SCB test samples.

From: Impacts of carbon nanotubes and nano-graphene oxide on fatigue cracking in HMA exposed to runoff with varying acidity

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