Viscoelastic Equivalent Creep Behavior and Its Influencing Factors of Basalt Fiber-Reinforced Asphalt Mixture under Indirect Tensile Condition

Table 2

Gradation of corresponding AC13 mortar polymer [34].

Sieve size (mm)	Retained weight percentage
	1.18	0.6	0.3	0.15	0.075	<0.075
Values	25.6	22.2	15.6	7.7	6.5	22.4