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Raj Mohammad Khan
Following table shows the M30 Mix Designs as per IS102622009, hope this helps all civil engineers here
M30 CONCRETE MIX DESIGN 

As per IS 102622009 & MORT&H 

A1 
Stipulations for Proportioning  
1 
Grade Designation  M30 
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)  42N/mm^{2} 
2 
Characteristic Strength @ 28 days  30N/mm^{2} 
A4 
Selection of Water Cement Ratio  
1 
Maximum Water Cement Ratio (MORT&H 17003 A)  0.45 
2 
Adopted Water Cement Ratio  0.42 
A5 
Selection of Water Content  
1 
Maximum Water content (10262table2)  186 Lit. 
2 
Estimated Water content for 5075 mm Slump  160 Lit. 
3 
Superplasticiser used  0.5 % by wt. of cement 
A6 
Calculation of Cement Content  
1 
Water Cement Ratio  0.42 
2 
Cement Content (160/0.42)  380 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}  0.12 

(Mass of Cement) / (Sp. Gravity of Cement)x1000  
3 
Volume of Water in m^{3}  0.160 

(Mass of Water) / (Sp. Gravity of Water)x1000  
4 
Volume of Admixture @ 0.5% in m^{3}  0.00160 

(Mass of Admixture)/(Sp. Gravity of Admixture)x1000  
5 
Volume of All in Aggregate in m^{3}  0.718 

Sr. no. 1 – (Sr. no. 2+3+4)  
6 
Volume of Coarse Aggregate in m^{3}  0.445 

Sr. no. 5 x 0.62  
7 
Volume of Fine Aggregate in m^{3}  0.273 

Sr. no. 5 x 0.38  
A9 
Mix Proportions for One Cum of Concrete (SSD Condition)  
1 
Mass of Cement in kg/m^{3}  380 
2 
Mass of Water in kg/m^{3}  160 
3 
Mass of Fine Aggregate in kg/m^{3}  711 
4 
Mass of Coarse Aggregate in kg/m^{3}  1283 

Mass of 20 mm in kg/m^{3}  924 

Mass of 10 mm in kg/m^{3}  359 
5 
Mass of Admixture in kg/m^{3}  1.90 
6 
Water Cement Ratio  0.42 
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.
If you have a query, you can ask a question here.
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I appreciate the level of expositions you are giving numerous professional through this site, keep it up. Please can you still provide to me the Mix ratio of concrete in relation to their respective mix design grades. Thank you.
Your contribution in civil engineering is very appreciable. This web site is so much helpful to some body like me who do not know ABCD of civil work.
Dear Sir,
The information on RCC design mix was very useful to me ,thanks
This web site use of freshner very helpful
Dear Sir Thank you for shared this information and design detail, I appreciate this web site. thank you the best regard helmi
Thanks a lot sir for sharing this info. I want to meet Raj M. Khan to discuss more into it. Can i get the contact details. It will be of great help for me.
sir ,please provide m60 concrete mix design as per IS code 10262.
what compulsory watering after the r.c.c complete structure.
After placing a ”pressure boom” in a project,how much cost will consider for labour component. If any one have any detail calculation for ”concreting with pressure boom” please send me..
sir tell me the procedure of doing WMM (how to take the sample of WMM ) Calculation of MDD , OMC of WMM mix
Dear,
Is above mix design proportion without Fly ash?
And if yes then what will be the combination of Cement and fly ash?
Dear sir,
Its very nice documentation. thank you.
Sir, Can you give some highlight? What will be the impact on mix design for worse condition of soil.
Dear sir, what is the diffrence between devlopment length and overlap length
Respected Sir,
above documentation is good. but if we used 100% cement in m25 grade mix the surface of slab get crack of 1 to 2 mm deep so what is the solution for that?
I want to make a concrete block using ecofriendly materials which having strength 12 Mpa at 4th day.Is it possibleusing OPC?
I WANT TO MAKE A CONCRETE BLOCK USING rise husk ash materials which have strenth maxi. 12mpa at 4th day &using IS102622009 IN M30 Thus give me concrete mix design inIS102622009
Sir/Madam, could you sent me the Table of concrete ratio for M25, M30, M35 Grade ? Tq.
sir/madam,
this desigen is very use ful for me,
Sir/Madam
thanks for ur kind help in design mix , its much helpful for me in design mix for M30 in my dessertation.