Performance Evaluation of Crumb Rubber Asphalt Modified with Silicone-Based Warm Mix Additives

Table 5

Definition of traffic level on the MSCR parameters [20].

Grade	Max. Jnr 3.2 (k/Pa)	Max. Jnr diff (%)	Traffic level
S	<4	75	Standard
H	<2	75	Heavy
V	<1	75	Very heavy
E	<0.5	75	Extremely heavy