Research Article

Laboratory Evaluation of   SBS  Modified Asphalt Binder Containing GTR, SIS, and PE

Table 1

Properties of base asphalt binder (PG 76-22).

Aging statesTest propertiesTest result

Unaged binderViscosity @ 135°C (Pa-s)3.244
G/sin δ @ 76°C (kPa)1.9
RTFO aged residualG/sin δ @ 76C (kPa)3.3
Gsin δ @ 25°C (kPa)3650
RTFO + PAV aged residualStiffness @ −12°C (MPa)285
m value @ −12°C0.302