Mix ID | Type of Aggregate | w/c | Design Void Content | Aggregate kg/m³ (lb/yd3) | Type I/II Cement kg/m³ (lb/yd3) | Water kg/m³ (lb/yd3) |
C-L-0.33-15 | Limestone | 0.33 | 15% | 1403.4 (2365.4) | 595.8 (1004.4) | 196.6 (331.4) |
C-L-0.33-25 | 25% | 375.4 (632.6) | 123.9 (208.7) | |||
C-L-0.33-35 | 35% | 193.28 (325.7) | 63.8 (107.5) | |||
C-L-0.37-15 | 0.37 | 15% | 595.2 (1003.3) | 220.2 (371.2) | ||
C-L-0.37-25 | 25% | 373.0 (628.7) | 138.0 (232.6) | |||
C-L-0.37-35 | 35% | 188.5 (317.7) | 69.7 (117.5) | |||
C-L-0.41-15 | 0.41 | 15% | 604.8 (1019.5) | 247.9 (417.9) | ||
C-L-0.41-25 | 25% | 369.5 (622.7) | 151.5 (255.3) | |||
C-L-0.41-35 | 35% | 189.9 (320.0) | 77.8 (131.2) | |||
C-PG-0.33-15 | Pea Gravel | 0.33 | 15% | 1458.6 (2458.4) | 555.9 (936.9) | 183.4 (309.2) |
C-PG-0.33-25 | 25% | 338.4 (570.4) | 111.6 (188.2) | |||
C-PG-0.33-35 | 35% | 156.0 (262.9) | 51.5 (86.7) | |||
C-PG-0.37-15 | 0.37 | 15% | 556.5 (937.9) | 205.9 (347.0) | ||
C-PG-0.37-25 | 25% | 332.9 (561.0) | 123.1 (207.6) | |||
C-PG-0.37-35 | 35% | 153.0 (257.9) | 56.6 (95.4) | |||
C-PG-0.41-15 | 0.41 | 15% | 567.9 (957.3) | 232.8 (392.5) | ||
C-PG-0.41-25 | 25% | 335.4 (565.3) | 137.5 (231.8) | |||
C-PG-0.41-35 | 35% | 159.1 (268.3) | 65.3 (110.0) |