Evaluation of High-Performance Asphalt Binders Modified with SBS, SIS, and GTR

Table 2

Gradation of GTR used in this study.

Sieve no. (μm)	GTR
	% retained	% cumulative retained
30 (600)	0	0.0
40 (425)	3.6	3.6
50 (300)	68.5	72.1
80 (180)	11.1	83.2
100 (150)	10.0	93.2
200 (75)	6.1	99.3