Effect of Diatomite and Basalt Fibers on Pavement Performance and Vibration Attenuation of Waste Tires Rubber-Modified Asphalt Mixtures

Table 4

Aggregate gradation of AC-13.

Sieve size (mm)	0.075	0.15	0.3	0.6	1.18	2.36	4.75	9.5	13.2	16
Percent passing	4.8	8.3	12.2	18.6	25.8	33.9	54.8	80.9	94.8	100