Table 8 (a) Sieve analysis of coarse aggregate (Size 1), (b) Sieve analysis of coarse aggregate (Size 2), and (c) Sieve analysis of fine aggregate (Sand).
From: Valorification of Egyptian volcanic tuff as eco-sustainable blended cementitious materials
(a) | |||||
|---|---|---|---|---|---|
Total weight = 3000 g | |||||
Sieve size “mm” | Amount retained, g | % Retained | % Passing | ASTM C33 “Size # 7” | |
Min | Max | ||||
37.5 | 0 | 0.0 | 100.0 | 100 | 100 |
25 | 0 | 0.0 | 100.0 | 100 | 100 |
19 | 0 | 0.0 | 100.0 | 100 | 100 |
12.5 | 363 | 12.1 | 87.9 | 90 | 100 |
9.5 | 719 | 24.0 | 63.9 | 40 | 70 |
4.75 | 1898 | 63.3 | 0.7 | 0 | 15 |
2.36 | 17 | 0.6 | 0.1 | 0 | 5 |
1.18 | 0 | 0.0 | 0.1 | ||
0.600 | 0 | 0.0 | 0.1 | ||
Pan | 3 | 0.1 | |||
Size 1 aggregates specific gravity | 2.65 kg/m3 | ||||
(b) | |||||
|---|---|---|---|---|---|
Total weight = 3000 g | |||||
Sieve size “mm” | Amount retained, g | % Retained | % Passing | ASTM C33 “Size # 56” | |
Min | Max | ||||
37.5 | 0 | 0.0 | 100.0 | 100 | 100 |
25 | 0 | 0.0 | 100.0 | 90 | 100 |
19 | 1146 | 38.2 | 61.8 | 40 | 85 |
12.5 | 1768 | 58.9 | 2.9 | 10 | 40 |
9.5 | 83 | 2.8 | 0.1 | 0 | 15 |
4.75 | 0 | 0.0 | 0.1 | 0 | 5 |
2.36 | 0 | 0.0 | 0.1 | ||
1.18 | 0 | 0.0 | 0.1 | ||
0.600 | 0 | 0.0 | 0.1 | ||
Pan | 3 | 0.1 | |||
Size 2 aggregates specific gravity | 2.7 kg/m3 | ||||
(c) | |||||
|---|---|---|---|---|---|
Total weight = 594 g | |||||
Sieve size “mm” | Amount retained, g | % Retained | % Passing | ASTM C33 LIMITS | |
Min | Max | ||||
9.5 | 0 | 0.0 | 100.0 | 100 | 100 |
4.75 | 3 | 0.5 | 99.5 | 95 | 100 |
2.36 | 11 | 1.9 | 97.6 | 80 | 100 |
1.18 | 63 | 10.6 | 87.0 | 50 | 85 |
0.600 | 183 | 30.8 | 56.2 | 25 | 60 |
0.300 | 200 | 33.7 | 22.6 | 5 | 30 |
0.150 | 104 | 17.5 | 5.1 | 0 | 10 |
0.075 | 7 | 1.2 | 3.9 | 0 | 3–5 |
Pan | 23 | 3.9 | |||
Sand specific gravity | 2.6 kg/m3 | ||||
