Investigation on the Influences of Curing Time on the Cracking Resistance of Semiflexible Pavement Mixture

Table 1

Gradation of SFAC-13.

Sieve size, mm	16	13.2	4.75	2.36	0.6	0.3	0.15	0.075
Passing percentage, %	100	93.4	19.5	12.5	8.2	5.4	4.9	2.5