M-25 CONCRETE MIX DESIGN |
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As per IS 10262-2009 & MORT&H |
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A-1 |
Stipulations for Proportioning | |
1 |
Grade Designation | M25 |
2 |
Type of Cement | OPC 53 grade confirming to IS-12269-1987 |
3 |
Maximum Nominal Aggregate Size | 20 mm |
4 |
Minimum Cement Content (MORT&H 1700-3 A) | 310 kg/m^{3} |
5 |
Maximum Water Cement Ratio (MORT&H 1700-3 A) | 0.45 |
6 |
Workability (MORT&H 1700-4) | 50-75 mm (Slump) |
7 |
Exposure Condition | Normal |
8 |
Degree of Supervision | Good |
9 |
Type of Aggregate | Crushed Angular Aggregate |
10 |
Maximum Cement Content (MORT&H Cl. 1703.2) | 540 kg/m^{3} |
11 |
Chemical Admixture Type | Superplasticiser Confirming to IS-9103 |
A-2 |
Test Data for Materials | |
1 |
Cement Used | Coromandal King OPC 53 grade |
2 |
Sp. Gravity of Cement | 3.15 |
3 |
Sp. Gravity of Water | 1.00 |
4 |
Chemical Admixture | BASF Chemicals Company |
5 |
Sp. Gravity of 20 mm Aggregate | 2.884 |
6 |
Sp. Gravity of 10 mm Aggregate | 2.878 |
7 |
Sp. Gravity of Sand | 2.605 |
8 |
Water Absorption of 20 mm Aggregate | 0.97% |
9 |
Water Absorption of 10 mm Aggregate | 0.83% |
10 |
Water Absorption of Sand | 1.23% |
11 |
Free (Surface) Moisture of 20 mm Aggregate | nil |
12 |
Free (Surface) Moisture of 10 mm Aggregate | nil |
13 |
Free (Surface) Moisture of Sand | nil |
14 |
Sieve Analysis of Individual Coarse Aggregates | Separate Analysis Done |
15 |
Sieve Analysis of Combined Coarse Aggregates | Separate Analysis Done |
15 |
Sp. Gravity of Combined Coarse Aggregates | 2.882 |
16 |
Sieve Analysis of Fine Aggregates | Separate Analysis Done |
A-3 |
Target Strength for Mix Proportioning | |
1 |
Target Mean Strength (MORT&H 1700-5) | 36N/mm^{2} |
2 |
Characteristic Strength @ 28 days | 25N/mm^{2} |
A-4 |
Selection of Water Cement Ratio | |
1 |
Maximum Water Cement Ratio (MORT&H 1700-3 A) | 0.45 |
2 |
Adopted Water Cement Ratio | 0.43 |
A-5 |
Selection of Water Content | |
1 |
Maximum Water content (10262-table-2) | 186 Lit. |
2 |
Estimated Water content for 50-75 mm Slump | 138 Lit. |
3 |
Superplasticiser used | 0.5 % by wt. of cement |
A-6 |
Calculation of Cement Content | |
1 |
Water Cement Ratio | 0.43 |
2 |
Cement Content (138/0.43) | 320 kg/m^{3} |
Which is greater then 310 kg/m^{3} | ||
A-7 |
Proportion of Volume of Coarse Aggregate & Fine Aggregate Content | |
1 |
Vol. of C.A. as per table 3 of IS 10262 | 62.00% |
2 |
Adopted Vol. of Coarse Aggregate | 62.00% |
Adopted Vol. of Fine Aggregate ( 1-0.62) | 38.00% | |
A-8 |
Mix Calculations | |
1 |
Volume of Concrete in m^{3} | 1.00 |
2 |
Volume of Cement in m^{3} | 0.10 |
(Mass of Cement) / (Sp. Gravity of Cement)x1000 | ||
3 |
Volume of Water in m^{3} | 0.138 |
(Mass of Water) / (Sp. Gravity of Water)x1000 | ||
4 |
Volume of Admixture @ 0.5% in m^{3} | 0.00134 |
(Mass of Admixture)/(Sp. Gravity of Admixture)x1000 | ||
5 |
Volume of All in Aggregate in m^{3} | 0.759 |
Sr. no. 1 – (Sr. no. 2+3+4) | ||
6 |
Volume of Coarse Aggregate in m^{3} | 0.471 |
Sr. no. 5 x 0.62 | ||
7 |
Volume of Fine Aggregate in m^{3} | 0.288 |
Sr. no. 5 x 0.38 | ||
A-9 |
Mix Proportions for One Cum of Concrete (SSD Condition) | |
1 |
Mass of Cement in kg/m^{3} | 320 |
2 |
Mass of Water in kg/m^{3} | 138 |
3 |
Mass of Fine Aggregate in kg/m^{3} | 751 |
4 |
Mass of Coarse Aggregate in kg/m^{3} | 1356 |
Mass of 20 mm in kg/m^{3} | 977 | |
Mass of 10 mm in kg/m^{3} | 380 | |
5 |
Mass of Admixture in kg/m^{3} | 1.60 |
6 |
Water Cement Ratio | 0.43 |
M25 Concrete Mix Designs as per IS-10262-2009
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