Effect of Nanoclays on Moisture Susceptibility of SBS-Modified Asphalt Binder

Table 6

Gradation of the aggregates.

Sieve size (mm)	16	13.2	9.5	4.75	2.36	1.18	0.6	0.3	0.15	0.075
Lower-upper limits	100	90–100	68–85	38–68	24–50	15–38	10–28	7–20	5–15	4–8
Passing percent (%)	100	95	76.5	53	37	26.5	19	13.5	10	6