Table 3 Performance characteristics of PG 58–22 bitumen.

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

Binder type

Test/Property

Unit

ASTM standard

Test temperature (℃)

Test results

Specification limits

Maximum

Minimum

-

7-day average maximum pavement design temperature

-

-

-

58

-

Minimum pavement design temperature

-

-

-

-

−22

Original bitumen

Flash point temperature

D92

-

305

-

230

Viscosity

Pa.s

D4402

135

0.32

3

-

Dynamic shear (G*/sinδ)

kPa

D7175

58

2.18

-

1

Rolling thin-film oven (RTFO)-aged bitumen

RTFOT residue

-

D2872

163

-

-

-

Mass loss

%

D2872

-

0.09

1

-

Dynamic shear (G*/sinδ)

kPa

D7175

58

3.96

-

2.2

Pressure aging vessel (PAV) bitumen

PAV residue

-

D6521

100

-

-

-

Dynamic shear (G*.sinδ)

kPa

D7175

22

2650

5000

-

Creep stiffness (S)

MPa

D6648

−12

109.45

300

-

m-Value

-

D6648

−12

0.32

-

0.3