M25 Mix Designs as per IS102622009
Posted in Mix Design  Email This Post By
Raj Mohammad Khan
Following table shows the M25Mix Designs as per IS102622009, hope this helps all civil engineers here
M25 CONCRETE MIX DESIGN 

As per IS 102622009 & MORT&H 

A1 
Stipulations for Proportioning  
1 
Grade Designation  M25 
2 
Type of Cement  OPC 53 grade confirming to IS122691987 
3 
Maximum Nominal Aggregate Size  20 mm 
4 
Minimum Cement Content (MORT&H 17003 A)  310 kg/m^{3 } 
5 
Maximum Water Cement Ratio (MORT&H 17003 A)  0.45 
6 
Workability (MORT&H 17004)  5075 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 IS9103 
A2 
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 
A3 
Target Strength for Mix Proportioning  
1 
Target Mean Strength (MORT&H 17005)  36N/mm^{2} 
2 
Characteristic Strength @ 28 days  25N/mm^{2} 
A4 
Selection of Water Cement Ratio  
1 
Maximum Water Cement Ratio (MORT&H 17003 A)  0.45 
2 
Adopted Water Cement Ratio  0.43 
A5 
Selection of Water Content  
1 
Maximum Water content (10262table2)  186 Lit. 
2 
Estimated Water content for 5075 mm Slump  138 Lit. 
3 
Superplasticiser used  0.5 % by wt. of cement 
A6 
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}  
A7 
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 ( 10.62)  38.00% 
A8 
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  
A9 
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 
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We are thankful to Er. Raj M. Khan for sharing this information with us on engineeringcivil.com. We hope this would be of great significance to civil engineers.
Sir, if OPC cement is not available than can we use any PPC cement for mix design M25 for testing
You have to redesign your concrete mix.Specific gravity of PPC cement,strength,workability,setting time will vary.
I want to check cube strength. But I don’t know how i can calculate strength
M25. My load on cube is 725 Newton. But how calculate M25
Please tell me with examples
sir pl send M20 AND M25 AND M30,M35 Design with fly ash and cement
Sir why this mix design procedure differ from that of finding out the material quantity through ratio methid i.e. 1:1:2
If we check out the ratio here it will come about 1:2.34:4.2
how to calculate ratio actual
please explain method for determination of mix proportion by 1 cum quantity.
as 1:1:2.
Sir how is estimated water content been calculated
please issue if possible contact no of approved concrete testing lab in jodhpur (Rajashthan area or near by area
Dear sir
Can you please send me concrete mix design of m20 if I am adding 30% and 50% of an admixture.
How can we determine water content for 65mm slump
dear we wont m25 / m20 design mix for projects volume syt. plz. send
thanks
The mix design is for maximum size of aggregate upto 40 mm are readily available.In mass concrete the maximum size of aggregate is considered as 80 mm for M15 and M20.The grading of 80 mm size aggregate is not available .Please provide mix design of A80 M20.
m60 mix propotions to giveme
Plzz sant a design mix M25 and M30 with acc cement brand.