Influence of Aggregate and Asphalt Type on the Bond Strength between Asphalt and Aggregates and Its Self-Healing Properties

Table 3

Technique performance of SBR-modified asphalt.

Penetration (25°C, 100 g, 5 s)/0.1	Ductility (5 cm·min^−1, 5°C) (cm)	Kinematic viscosity at 135°C (Pa·s)	Softening points (°C)	Penetration after aging (25°C, 100 g, 5 s)/0.1	Ductility after aging (5 cm·min^−1, 5°C) (cm)
113.1	71.1	0.681	47.8	99.53	38.5