Table 8: Test result of workability of fresh blended concrete sample.
|
Mixed code |
Replacement of IMSW solid waste fly ash |
OPC |
W/C (%) |
Observed slump (mm) |
|
RF@0 |
0% |
100% |
26 |
35 |
|
RF@5 |
5% |
95% |
27 |
30 |
|
RF@10 |
10% |
90% |
29 |
25 |
|
RF@15 |
15% |
85% |
29.6 |
23 |
|
RF@20 |
20% |
80% |
31.5 |
21 |
|
RF@25 |
25% |
75% |
32 |
18 |
|
RF@30 |
30% |
70% |
33 |
15 |
|
RF@35 |
35% |
65% |
33.2 |
14 |