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Sieve Analysis of Aggregates

SIEVE ANALYSIS
Sieve analysis helps to determine the particle size distribution of the coarse and fine aggregates.This is done by sieving the aggregates as per IS: 2386 (Part I) – 1963. In this we use different sieves as standardized by the IS code and then pass aggregates through them and thus collect different sized particles left over different sieves.

The apparatus used are –
i) A set of IS Sieves of sizes – 80mm, 63mm, 50mm, 40mm,31.5mm, 25mm, 20mm, 16mm, 12.5mm, 10mm, 6.3mm,4.75mm, 3.35mm, 2.36mm, 1.18mm, 600µm, 300µm, 150µm and 75µm.
ii) Balance or scale with an accuracy to measure 0.1 percent of the weight of the test sample.
The weight of sample available should not be less than the weight given below:-

sieve-analysis-for-aggregate-testing

The sample for sieving should be prepared from the larger sample either by quartering or by means of a sample divider.

Procedure to determine particle size distribution of Aggregates.
i) The test sample is dried to a constant weight at a temperature of 110 + 5oC and weighed.

ii) The sample is sieved by using a set of IS Sieves.

iii) On completion of sieving, the material on each sieve is weighed.

iv) Cumulative weight passing through each sieve is calculated as a percentage of the total sample weight.

v) Fineness modulus is obtained by adding cumulative percentage of aggregates retained on each sieve and dividing the sum by 100.

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Reporting of Results
The results should be calculated and reported as:
i) the cumulative percentage by weight of the total sample

ii) the percentage by weight of the total sample passing through one sieve and retained on the next smaller sieve, to the nearest 0.1 percent. The results of the sieve analysis may be recorded graphically on a semi-log graph with particle size as abscissa (log scale) and the percentage smaller than the specified diameter as ordinate.

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Kanwarjot Singh

Kanwarjot Singh is the founder of Civil Engineering Portal, a leading civil engineering website which has been awarded as the best online publication by CIDC. He did his BE civil from Thapar University, Patiala and has been working on this website with his team of Civil Engineers.

If you have a query, you can ask a question here.

105 comments on "Sieve Analysis of Aggregates"

ziira says:

this page is so good.thanks

hussain says:

thanks for the providing good data

arun says:

I want to know the procedure of sieve analysis and grain size, spericity, roundness and heavy mineral separation.

Rajnish Kumar says:

Hello Sir

Please tell me about the sieve anlysis of aggregates for Pre Mix Carpet.

kazzy2nice says:

I AM A STUDENT OF CIVIL ENGINEERING, AM DOING A PROJECT RESEARCH ON EFFECT OF USING SAWDUST AS PARTIAL REPLACEMENT FOR FINE AGGREGATE ON COMPRESSIVE STRENGTH OF CONCRETE. ANY HELP ON THIS.

Sowmya says:

hi i need 20mm coarse aggregate, sieve analysis sample report with IS limits.

nash says:

hi mam/sir can you please give all the importance of aggregates?

anis99 says:

hi
i need an example for sieve analysis,pleas.

Ahmed says:

thanx alot.this page has really benefited me

shivakumara says:

How much agrigate has to be taken from large sample. Is it nesassary to take the wt mentioned in IS table. If we take like that how it is a sieve analysis of large sample.

sandip satani says:

plz give the information about sieving machine in pharma company describe about 50 mesh it means 50/1cm area am i right!

Reginald Vaz says:

I wish to know the seive analysis of normal Washed Coal supplied to Power Plants.

Willem UK says:

hallo there, how can you conclude on the soil distribution using the value of the fineness modulus?

Davidson Courage says:

How can sieve analysis be used to predict transport of pollutants through a soil profile?

Sunny Jain says:

Thanks!
I solve my problem about sieve analysis.

Riyaz ahamd Wani says:

I am happy with ur web site from Road research officer

jaswinder singh says:

Dear Sir,
I am Jaswinder singh Site Engineer so i request for you please give me somthing details on the sieve analysis test.

Thanks & Regards
Jaswinder singh

zareen says:

i’m student from Malaysia..
i would like to know (anybody ) ur opinion about composite liner in landfill
and any suggestion(s) where can i get guidelines of landfill.

Shammah says:

Please sir, what is the aggregate impace value percentage

Usha says:

The aggregate impact value should not exceed 45% by weight for aggregates used for concrete other than for wearing surfaces and 30% by weight for concrete for wearing surfaces, such as runways, roads and pavements, as per IS : 383 – 1970

Yaser Gamil says:

This is such great website thanks for those who do effort in acheiving that ………thanks

Nauman Ijaz says:

can u please tell me the exact ratios and procedure for Concrete Mix Design, for Sieve analysis(Sizes# 37mm,25mm,20mm,12.5mm,10mm)and Proper passing.

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