HOW TO BLEND AGGREGATE USING FINENESS MODULUS VALUE?

Sometimes it may happen that the total available on the site does not correspond to the desired grading. In such a case two or more aggregates from different sources may be combined to obtain the required grading.

The fineness modulus value can be used as a technical method for mixing coarse aggregates with fine aggregates to produce the desired grading. Follow the steps shown below to blend the aggregate using the fineness modulus value.

how to mix overall

A Step-by-Step Guide to Blending Sets Using Fineness Modulus Values

step 1 (precisely calculate the fineness modulus of the aggregate)

  • Filter out fine aggregates using a sieve ranging from 80 mm to 150 µm.
  • Calculate the cumulative percentage of aggregate retained on each sieve.
  • Add up all values ​​of percentage retained on each sieve.
  • Divide the amount calculated as above by 100. It precisely gives the fineness modulus value of the set. Let it be F1,

step 2 (Calculate the fineness modulus of coarse aggregate)

  • Filter the coarse aggregates using a sieve ranging from 80 mm to 150 µm.
  • Calculate the cumulative percentage of aggregate retained on each sieve.
  • Add up all values ​​of percentage retained on each sieve.
  • Divide the amount calculated as above by 100. It precisely gives the fineness modulus value of the set. Let it be F2,

step 3 (Calculate the fineness modulus of the combined aggregate)

  • Now from the specified grading requirement, calculate the fineness modulus value of the composite aggregate.
  • If the specified grading range is given in the passing percentage, then subtract each percentage of the passing value from 100. This will give you the percentage of retention on each sieve.
  • Add up all values ​​of percentage retained on each sieve.
  • Divide the amount calculated as above by 100. It precisely gives the fineness modulus value of the set. Let it be F,

step 4 (Calculating the ratio of fine gross and coarse total)

  • Let it happen “xis the percentage of fine aggregates mixed with coarse aggregates. x The calculation can be done using the formula given below.

x = [(F2-F)/(F-F1)]*100

Where,

F1 = fineness modulus value of the fine aggregate


F2 = fineness modulus value of coarse aggregate

F = fineness modulus value of the composite aggregate

After finding the percentage of fine aggregates to be mixed with coarse aggregates by the above formula, their ratio can be calculated.

worked example

Calculation of Fineness Modulus Value of Fine Aggregate (F.)1,

Sieve Size(mm) Weight Maintained (g) Cumulative Weight Maintained (g) Cumulative Percentage of Weight Retained (%)
80 0 0 0
40 0 0 0
20 0 0 0
10 0 0 0
4.75 10 10 2
2.36 50 60 12
1.18 50 110 22
0.600 95 205 41
0.300 175 380 76
0.150 85 465 93
< 0.150 35 500
Total 500 grams total = 246

So the fineness modulus value of the fine aggregate (F1) = 246/100 = 2.46

Calculation of fineness modulus value of coarse aggregate (F2,

Sieve Size(mm) Weight Retained (kg) Cumulative Weight Maintained (kg) Cumulative Percentage of Weight Retained (%)
80 0 0 0
40 0 0 0
20 6 6 40
10 5 1 1 73.3
4.75 4 15 100
2.36 , 100
1.18 , 100
0.600 , 100
0.300 , 100
0.150 , 100
< 0.150 , 100
Total 15 kg total = 713.3

Then the fineness modulus value of the coarse aggregate (F2) = 713.3/100 = 7.133

Calculation of Fineness Modulus Value of Combined Aggregate (F)

Sieve Size(mm) Pass percentage (%) Percentage of Retained (%)
80 100 0
40 100 0
20 98 2
10 61 39
4.75 42 58
2.36 35 65
1.18 28 72
0.600 22 78
0.300 5 95
0.150 0 100
< 0.150 0
total = 509

Then the fineness modulus value of the combined aggregate (F) = 509/100 = 5.09

Calculating the ratio of fine aggregate to coarse aggregate

Percentage of fine aggregates to be mixed with coarse aggregates, (ie x) Is

, [(7.133-5.09)/(5.09-2.46)]*100


= (2.04/2.63)*100

= 77%

This means that for every 100 kg of coarse aggregate, we need to add 77 kg of fine aggregate to obtain the specified grading of the composite aggregate.


Click here to learn more about the fineness modulus of aggregates.

Er. Mukesh Kumar

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Er. Mukesh Kumar is Editor in Chief and Co-Funder at ProCivilEngineer.com Civil Engineering Website. Mukesh Kumar is a Bachelor in Civil Engineering From MIT. He has work experience in Highway Construction, Bridge Construction, Railway Steel Girder work, Under box culvert construction, Retaining wall construction. He was a lecturer in a Engineering college for more than 6 years.