Long-Term Deformation Analysis of Recycled Construction Waste Subgrade Filler

Table 4

Results of the sieving test.

Size (mm)	Percent finer (%)	Size (mm)	Percent finer (%)
60	100	2	4.2
40	62.2	1	3.9
20	33.6	0.5	2.5
10	10.6	0.25	1.8
5	7.2	0.075	0.8