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M-30 Mix Designs as per IS-10262-2009

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By
Raj Mohammad Khan

Following table shows the M-30 Mix Designs as per IS-10262-2009, hope this helps all civil engineers here

M-30 CONCRETE MIX DESIGN

As per IS 10262-2009 & MORT&H

A-1

Stipulations for Proportioning

1

Grade Designation M30

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/m3

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/m3

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) 42N/mm2

2

Characteristic Strength @ 28 days 30N/mm2

A-4

Selection of Water Cement Ratio

1

Maximum Water Cement Ratio (MORT&H 1700-3 A) 0.45

2

Adopted Water Cement Ratio 0.42

A-5

Selection of Water Content

1

Maximum Water content (10262-table-2) 186 Lit.

2

Estimated Water content for 50-75 mm Slump 160 Lit.

3

Superplasticiser used 0.5 % by wt. of cement

A-6

Calculation of Cement Content

1

Water Cement Ratio 0.42

2

Cement Content (160/0.42) 380 kg/m3

Which is greater then 310 kg/m3

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 m3 1.00

2

Volume of Cement in m3 0.12

(Mass of Cement) / (Sp. Gravity of Cement)x1000

3

Volume of Water in m3 0.160

(Mass of Water) / (Sp. Gravity of Water)x1000

4

Volume of Admixture @ 0.5% in m3 0.00160

(Mass of Admixture)/(Sp. Gravity of Admixture)x1000

5

Volume of All in Aggregate in m3 0.718

Sr. no. 1 – (Sr. no. 2+3+4)

6

Volume of Coarse Aggregate in m3 0.445

Sr. no. 5 x 0.62

7

Volume of Fine Aggregate in m3 0.273

Sr. no. 5 x 0.38

A-9

Mix Proportions for One Cum of Concrete (SSD Condition)

1

Mass of Cement in kg/m3 380

2

Mass of Water in kg/m3 160

3

Mass of Fine Aggregate in kg/m3 711

4

Mass of Coarse Aggregate in kg/m3 1283

Mass of 20 mm in kg/m3 924

Mass of 10 mm in kg/m3 359

5

Mass of Admixture in kg/m3 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.

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Comments
  • Ajith Sumanarathna May 29, 2011 at 12:25 am

    This web page is Everlasting good for the more people, be-course they will find and collect the knowledgeable web site and data day by day.

  • John, Prince Kasarachi. July 7, 2011 at 4:23 am

    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.

  • Rajeev Singh July 26, 2011 at 4:46 pm

    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.

  • Abdulmajeed,Kohima July 27, 2011 at 8:46 pm

    Dear Sir,
    The information on RCC design mix was very useful to me ,thanks

  • Yogesh N. Patel August 17, 2011 at 1:05 pm

    This web site use of freshner very helpful

  • helmi August 23, 2011 at 10:30 am

    Dear Sir Thank you for shared this information and design detail, I appreciate this web site. thank you the best regard helmi

  • Subhasish September 7, 2011 at 11:35 am

    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.

  • suniltiwari September 27, 2011 at 9:40 am

    sir ,please provide m-60 concrete mix design as per IS code 10262.

  • suresh saini September 29, 2011 at 11:16 pm

    what compulsory watering after the r.c.c complete structure.

  • k m selim October 26, 2011 at 11:11 am

    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..

  • vivek bharti November 12, 2011 at 11:34 am

    sir tell me the procedure of doing WMM (how to take the sample of WMM ) Calculation of MDD , OMC of WMM mix

  • sandeep November 29, 2011 at 10:48 am

    Dear,
    Is above mix design proportion without Fly ash?
    And if yes then what will be the combination of Cement and fly ash?

  • Viral December 6, 2011 at 11:58 pm

    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.

  • lokesh.k December 24, 2011 at 12:35 pm

    Dear sir, what is the diffrence between devlopment length and overlap length

  • Bharat Y January 9, 2012 at 12:11 pm

    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?

  • Dhage Suyog Ashok January 20, 2012 at 5:43 am

    I want to make a concrete block using ecofriendly materials which having strength 12 Mpa at 4th day.Is it possibleusing OPC?

  • DEEPAK SARAKATE January 24, 2012 at 2:18 am

    I WANT TO MAKE A CONCRETE BLOCK USING rise husk ash materials which have strenth maxi. 12mpa at 4th day &using IS10262-2009 IN M30 Thus give me concrete mix design inIS10262-2009

  • Jeff January 26, 2012 at 1:29 am

    Sir/Madam, could you sent me the Table of concrete ratio for M25, M30, M35 Grade ? Tq.

  • purna chandra paik February 4, 2012 at 3:22 am

    sir/madam,
    this desigen is very use ful for me,

  • MD MUSLIM ANSARI (M. TECH. STRUCTURAL ENGG.) February 5, 2012 at 8:14 am

    Sir/Madam
    thanks for ur kind help in design mix , its much helpful for me in design mix for M30 in my dessertation.

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