M30 concrete mix design -Steps|IS-10262:2009 |IS-456:2000

In this world of modern design of structures, Concrete acts as the back bone of civil engineering. A structural engineer’s aim is to build an efficient and durable concrete structure that is also aesthetically pleasing. Here comes the role of a designer. Concrete mix design is important because the proportions of the various ingredients in the mix determine the final properties and performance of the concrete.

If the mix design is incorrect, the mix may not have the desired strength, durability, or workability, which can lead to problems such as cracking and reduced resistance to external factors such as weather, fire, and impact.

For example, if too much water is used in the mix, the mix will be too wet and will have a lower strength. On the other hand, if too little water is used, the mix will be too dry and will be difficult to work with.

In short, the mix design determines the final quality of the concrete, and it is essential to follow mix design procedures and standards (IS- 10262 : 2009 and IS- 456 : 2000) to ensure that the mix meets the desired strength and performs as intended.

Before reading this post just go and check  "Concrete mix design procedure as per IS 10262:2009 & IS 456:2000"

What are the different design stipulations for the concrete mix design ?

This post will help you to have a brief idea of the different parameters required and will also make you aware of the different exp. data required to do the mix design. The different design stipulations required for the desired mix are shown in the table below

Stipulations for proportioning
Type of ConcreteRCC
Grade DesignationM30
Shape of ParticleAngular
Slump100 mm
Water- Cement Ratio0.45
Exposure ConditionModerate
Concrete PlacementPumping
Degree of SupervisionGood

The different experiemental data required for the desiered mix are shown in the table below

Sieve analysis
Fine AggregateZone 1
Coarse Aggregate20 mm
Chemical Admixture
Volume ( By mass of cement)2%
Water Content ReductionZero
Test data for materials
Standard Deviation5 MPa
Specific Gravity of Fine Aggregate2.74
Specific Gravity of Coarse Aggregate2.74
Specific Gravity of Cement3.15
Specific Gravity of Admixture1.00
Water absorption of Fine Aggregate1.0 %
Water absorption of Coarse Aggregate0.5%
Free Surface Moisture of Fine AggregateZero
Free Surface Moisture of Coarse AggregateZero

Step by step procedure for concrete mix design of M30 grade as per Indian standards

The detailed step by step procedure for concrete mix design of M30 grade, according to IS – 10262:2009 and IS- 456:2000 is given below:

  • Mean compressive strength: Calculate the target mean compressive strength at 28 days
target mean compressive strengthcharacteristic strength + 1.65 X Standard Deviation
target mean compressive strength30 + 1.65 X 5 = 38.25 N/mm2

Where sufficient test results for a particular grade of concrete are not available, the value of standard deviation could be taken from Table 1 of IS10262.

  • Water cement ratio: In this step we select maximum water/cement ratio, which should be selected as per Table 5 of IS – 456: 2000.
Maximum water-cement ratio0.50
​ Adopted water-cement ratio0.45
  • Entrapped air: For the maximum size of aggregate used the air content is estimated.
  • Water content and fine to total aggregate ratio: The selection of water content is based on Table 2 of IS:10262:2009. Maximum water content for 20 mm aggregate and a slump value of 25 to 50 mm = 186.0 l. But in our problem the value of slump is 100 mm, so we need to alter the water content.
Estimated water content186 + 6/100 X 186 = 197.16 litres
  • Cement content: The cement content per unit volume of concrete is computed sing Table 5 of IS:456:2000:
Minimum cement content for moderate expossure condition300 kg/ m3
Maximum cement content450 kg/ m3
cement content197/0.45 = 438.13 kg / m3
Check  300 kg/ m3 < 438.13 kg / m3 < 450 kg/ m3 Hence O.K.
  • Aggregate content: Volume of coarse aggregate per unit volume of total aggregate corresponding to 20 mm maximum size and zone I of fine aggregate = 0.60 – Table 3 of IS- 10262:2009.

Correction on volume of different ingredients

Based on water cement ratio0.01
Based on placement10.00

Hence Volume of

Coarse aggregate0.55
Fine aggregate0.45

$$
V=\left[W+\left(C / S_{c}\right)+(1 / P) \cdot\left(f_{a} / S_{f a}\right)\right] \times(1 / 1000)
$$

$$
C_{a}=1- P / P \times f_{a} \times S_{ca}/ S_{fa}
$$

Mass of Coarse aggregate998.45 kg / m3
Mass of Fine aggregate820.22 kg / m3

Computation of actual quantities required for a concrete mix – Trial mix

Water Correction

Extra quantity of water to be added

Coarse aggregate4.99 kg
Fine aggregate8.20 kg
Mix Design
Cement438 kg / m3
Water210 kg / m3
Fine Aggregate812 kg / m3
Coarse Aggregate993 kg / m3

Concrete Mix Design

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Mix design Result

Concrete Mix Design Just In One Click

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In order to check the efficiency of the designed concrete mix we shall prepare different trial mixes and the same are tested to check the strength and workability of designed concrete mix. If the designed concrete mix fails to meet the desired properties then minor adjustment is done in the water cement ratio and aggregate quantities, then again the trial mixes are prepared.

Conclusions:

In conclusion, the calculation of M30 concrete mix design according to IS 10262:2009 and IS 456:2000 standards is a crucial step in the design process. The mix design ensures that the concrete has the right proportion of ingredients, including cement, water, sand, and aggregate, to achieve the desired strength and workability.

In this post, you learned the following key points:

  • Concrete mix design: The proportions of the various ingredients in the mix determine the final properties and performance of the concrete.
  • Indian standard code: Follow IS – 10262:2009 and IS- 456:2000 to do the concrete mix design efficiently.
  • Concrete mix design application : You can do the concrete mix design in just one click using the concrete mix design application.

Hope this post helped you to learn the step by step procedure for concrete mix design using IS code ( IS – 10262: 2009 and IS – 456: 2000)

Just go and check this post to know the procedure of "concrete mix for high grade concrete". 

Concrete Mix Design

  • Calculate cement, sand and aggregate quantity in concrete. 
  • Calculate the number of premix bags required for your project.
  • Option to set your own size and rate of premix bags.
  • Calculate the volume of concrete required for slabs, walls, footings and columns.
  • Calculate the weight of ingredients required for preparing the calculated volume of concrete.
concrete-mix-design

This article was crafted by a group of experts at eigenplus to ensure it adheres to our strict quality standards. The individuals who contributed to this article are:

Author

MEENU

Meenu Krishnan

PhD

She is a research associate working to get a doctorate in computational mechanics.

2 thoughts on “M30 concrete mix design -Steps|IS-10262:2009 |IS-456:2000”

    • PPC stands for Portland Pozzolana Cement (Fly ash based and calcined clay based ), and as per IS-456-2000, there is no restriction on using this cement for M30 mix design.

      Reply

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