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Table 3 Sieve analysis of aggregates.

From: Optimal Use of MSWI Bottom Ash in Concrete

Fine aggregate

Coarse aggregate

Sieve size

Percent

GB/T

Sieve size (mm)

Percent

GB/T

Passing

14684-2011

Passing

14685-2011

4.75 mm

1.6

0–10

31.5

0.8

0–5

2.36 mm

18.7

0–25

26.5

14.3

20–35

1.18 mm

45.7

10–50

19.0

48.2

40–60

600 μm

68.4

41–70

16.0

66.3

60–75

300 μm

91.4

70–92

9.50

77.8

75–90

150 μm

99.7

90–100

4.75

98.8

90–100

   

2.36

99.9

95–100