| Particulars | Sample size required |
Reference IS Code | Time Frame |
|---|---|---|---|
Testing of material for mix design. |
1 bag cement, 3 bags sand, 4 bags each size |
IS 10262 & DOE Method |
Interim report - 10 days Final report - 41 days |
Conventional Concrete mix - Verification of Design (per Trial) |
1 bag cement, 3 bags sand, 4 bags each size |
IS 10262 & DOE Method |
Interim report - 10 days Final report - 41 days |
Conventional Concrete mix Design ( Based on Accelrated Curing Method ) per grade |
1 bag cement, 3 bags sand, 4 bags each size aggregate |
IS 10262 & DOE Method |
Interim report - 10 days Final report - 41 days |
Conventional Concrete mix ( Based on Accelrated Curing Method )- Verification of Design (per Trial) |
1 bag cement, 3 bags sand, 4 bags each size aggregate (Material per) |
IS 10262 & DOE Method |
Interim report - 10 days Final report - 41 days |
Pumpable Concrete mix Design (per grade) |
1 bag cement, 3 bags sand, 4 bags each size |
IS 9103:1999 |
Interim report - 10 days Final report - |
Pumpable Concrete mix - Verification of Design (per grede) |
1 bag cement, 3 bags sand, 4 bags each size aggregate |
IS 9103:1999 |
Interim report - 10 days Final report - |
Pumpable Concrete mix Design ( Based on Accelrated Curing Method ) |
1 bag cement, 3 bags sand, 4 bags each size) |
IS 9103:1999 |
Interim report - 10 days Final report - |
Pumpable Concrete mix ( Based on Accelrated Curing Method )- Verification of Design (per Trial) |
as per requirement |
- |
15 days |
Self Compacting concrete |
as per requirement |
- |
15 days |
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