M30 Mix Designs as per IS102622009
Posted in Mix Design  Email This Post By
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 
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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.
thanks for your guidance about mix design sir…….
Dear sir,
If i use the specific gravity dry, for the calculations of mix design, is there any problem for the presentation?
No, You can not use the dry specific Gravity, because you have to maintain W/C ratio & After that the moisture correction is to be made. else the desired slump can not be achieved.
which admixture will used in M30 grade concrete ,give ex.
please give description about unit weight of m30
just add the concrete ingredients of m30
water =173.23 kg cement= 455.87kg fine aggregate (specific gravity2.67 =442.27 kg
coarsse aggregate specific gravity (2.92) = 1405.69 kg
unit wt of m30 after 28days curing is = 2650kg /cum in lab condition it may be deffer at site
thanks for every one helping each other
its my pleasure
Can you plz help me with m30 mix ratio in litres.it would be very helpful of you. Ithank you
Very thankful to you sir
sir for making m30 or m40 class paver which machine i purchase technically.thanks
dear, sir can u write me what are the ratio i used (cement, sand, stone dust,water or any chemical for making of solid bricks) which is harden and can be used for construction of building. i newly start production of cement solid brick for rural people which is cheaper then clay brick thankin you
Can you plz help me with m30 mix ratio in kg.it would be very helpful of you. Ithank you
Dear sir,
If i use the specific gravity dry, for the calculations of mix design, is there any problem for the presentation?
for the example that you have solved for m30 what’s the mix ratio sir
what is mix ratio for m30
am gettin 41.5 as strength at th7 day for m30 amd opc 53. is it correct
can anyone tel me mix proportion for M30 in terms of ghamela ??? like at site i used normal concrete mixer . so wat do i need to tell to labour to pour in the materials
This is very necessary for all civil engineers. Thanks to all.
How can we calculate the Mix design for M30 C.C keeping cement content constant ?
can design mix concrete be converted into nominal mix concrete at work site for concrete grade more than M25 and above.
can i suggest some clarity and improvement?
Dear sir can U write me the mixer machine mix m30 site. pl. write me Box size. Thanking you
what is the ratio of concrete above m35,40,45& above?