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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 
If you have a query, you can ask a question here.
Dear sir,
Please send the mix proportion ratio of 1 Cubicmeter concrete. Slump height should be 110mm.
cement310kg,fine aggregate756kg(dry weight),corse aggregate(20mm849kg,12.5mm330kg),water155kg,admixture3lit
Dear Sir,
Please send the quantity cement,sand,aggregate and water for deffrent Mixture.
pls send quantity of cement sand & aggregate of deffrent
Please send the quantity cement,sand,aggregate and water for deffrent Mixture.& concrete mix design Formula
pls mention ta proportion clearly
is it possible to premix coarse aggregate and fine agregate in 1 cum bags and use it later after 15 days and mix it with cement and water at the time of concreting?
Please send the quantity cement,sand,aggregate and water for deffrent Mixture.& concrete mix design Formula
Please sent the quantity cement,sand,aggregate and water for deffrent Mixture.& concrete mix design Formula
How can calculate the Cement Content per Cubic Metre (Grade Wise) Sir, I want Detailed Calculation pl.
Sir,
Pls sent mix design for M25 mix using with Acc brand ppc cement.
Plzzz sant a mix design M25 and M30 with acc brand cement.
Sir,
Pls sent mix design for M25 mix using with Ambuja brand ppc cement.
Please send us the RMC design mix with OPC cement with Fly Ash
dear sir plese send me m25 desion while we using jaypee opc43 grade and apex admixture
Respected sir please send me m25 design while we using jaypee opc43 grade and apex admixture
Respected sir please send me m25 design while we using jaypee opc43 grade and apex admixture
I want to take thorough professional training in manufacturing of Ready Mix Concrete. Where can I get this training. Kindly suggest and advice immediately. Regards. P. N. NAIDU
marvellous experiance
why 2% entrapped air was removed and now as per new version of 10262 2009 caluculating the volume per 1 m3
What are the changes to make CMD for High Volume Fly ash Concrete. Replacing Cement content starting from 45% to 65% of cement content at interval of 5%.
sir is it better to do project combining both fly ash and super plasticizers together or seperatly to determine strength of concrete by varying both percentage..
how to calculate the 300x300mm struips length
dear sir, plz tell me if we want to use 43 grade cement.what change it would be in mix design of weight batching and volumetric batching.plz explain in detail.