Contents:
Grain Size Analysis of Aggregates
Fine aggregate is the sand used in mortars. Coarse aggregate is the broken stone used in concrete .The coarse aggregate unless mixed with fine aggregate serves no purpose in cement works. The size of fine aggregate is limited to a maximum of 4.75 mm gauge beyond which it is known as coarse aggregate.Fineness Modulus of Aggregates
Fineness modulus is only a numerical index of fineness, giving some idea of the mean size of the particle s in the entire body of the aggregate. To a certain extent it is a method of standardization of the grading of the aggregate. It is obtained by adding the percentage weight of material retained in each of the standard sieves and dividing it by 100. The objective of finding the fineness modulus is to grade a given aggregate for the most economical mix and workability with minimum quantity of cement Certain limits of fineness modulus for fine coarse aggregates are given in the table below and a sample under test should satisfy these results so that the aggregate may give good workability under economical conditions.Limits of Fineness Modulus of Sand
Maximum size of aggregate 
Fineness modulus  
Minimum 
Maximum 

Fine Aggregate  2  3.5 
Coarse aggregate 20mm  6  6.9 
Coarse aggregate 40mm  6.9  7.5 
Coarse aggregate 75mm  7.5  8.0 
Effective Size of Aggregates
Effective size (in microns) is the maximum particle size of the smallest 10% of the aggregate or it is the sieve opening corresponding to 10% finer and is designated by the symbol D10.Uniformity Coefficient of Aggregates
This is the ratio of the maximum size of the smallest 60% to the effective size. Uniformity coefficient = D60/D10Apparatus for Grain Size Analysis
Indian standard test sieves, weighing balance ,sieve shaker etc . Size of sieves to be used: For fine aggregate 4.75mm, 2.36mm, 1.18mm, 600 microns, 300 microns, 150 microns.
 For coarse aggregate25mm,20mm 12.5mm, 10mm, 4.75mm.
Procedure of Grain Size Analysis of Aggregates
For Fine Aggregates
 Take one kg of sand from the laboratory sample
 Arrange the sieves in order of IS sieves noâ€™s 480, 240, 120, 60, 30 and 15, Keeping sieve no.480 at the top and 15 at the bottom and cover the top.
 Keep the sample in the top sieve no.480.
 Carry out the sieving in the set of sieves for not less than 10 minutes.
 Find the weight of sample retained in each sieve.
 Tabulate the values in given tabular column .
For Coarse Aggregates
 Take one kg of coarse aggregate
 Arrange the sieves one over the other in relation to their size of opening.(25mm, 20mm,12.5mm, 10mm, 4.75mm)
 Carry out the sieving for the specified time
 Find the weight of aggregate retained on each sieve taken in order and tabulated in table.
Calculations in Grain Size Analysis
For Fine Aggregates
 Effective size in microns(Di0 sieve opening corresponding to 10%finer in the graph ) =
 Uniformity coefficient (D60/ D10),D to be obtained from the graph ) =
 Fineness modulus (Sum of cumulative % wt retained /100) =
For Coarse Aggregates
 Effective size in microns (D10,sieve opening corresponding to 10% finer in the graph)
 Uniformity coefficient (D60/ D10),D to be obtained from the graph ) =
 Fineness modulus (Sum of cumulative % wt retained /100) =
Results of Grain Size Analysis
For Fine Aggregates
 Effective size =.................micron
 Uniformity coefficient =
 Fineness modulus =
For Coarse Aggregates
 Effective size =.................micron
 Uniformity coefficient =
 Fineness modulus =