Effects of Continuous Laydown and Compaction on Interlayer Shear Bonding of Asphalt Layers

Table 3

Gradation composition of aggregates.

Percentage of passing sieve (%)
Sieve size (mm)	0.075	0.15	0.3	0.6	1.18	2.36	4.75	9.5	13.2	16	19	26.5
AC13/	6	10	13.5	19	26.5	37	53	76.5	95	100	—	—
AC16/	6	9.5	12.5	17.5	24.5	34	48	70	84	95	100	—
AC20/	6	10	15	21	27	37	48	62	71	82.5	95	100