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Table 5 Crushed aggregate gradation for mortar bar specimens.

From: Comparison of ASR Mitigation Methodologies

Sieve size

% Mass

Passing

Retained on

4.75 mm (no. 4)

2.36 mm (no. 8)

10

2.36 mm (no. 8)

1.18 mm (no. 16)

25

1.18 mm (no. 16)

600 µm (no. 30)

25

600 µm (no. 30)

300 µm (no. 50)

25

300 µm (no. 50)

150 µm (no. 100)

15