Table 3: Show that, the test result of specific gravity of concrete materials.
No |
Materials |
The specific gravity of the sample |
Remark |
||
Bulk SG |
App. SG |
Bulk SG(SSD) |
|||
1 |
Coarse aggregates |
2.56 |
2.60 |
2.63 |
2.5-3.0 (ASTM C 618-2000) |
2 |
Fine aggregates |
2.59 |
3.23 |
2.78 |
|
3 |
Dangote OPC |
3.1 |
3.0-3.2 (ES,2005) |
||
4 |
MSWI fly ash |
2.28 |
1.9-2.8 (ASTM C 618-2000) |