Sieve analysis is a method used to determine the particle size distribution of aggregate materials. This process involves the following steps:
The required quantity of dried sample of aggregate is weighed.
The weighed aggregates are sieved through a set of sieves with square openings arranged in descending order of aperture size, with the largest mesh on top (Column 1 of Table 1).
The stack of sieves is shaken or vibrated to facilitate the sorting of particles by size.
After sieving for a specific period, the material retained on each sieve is weighed (Column 2 of Table 1).
The weight of particles retained on each sieve is expressed as a percentage of the total sample mass (Column 3 of Table 1).
The cumulative percentage passing each sieve is calculated to the nearest one percent from the finest sieve moving upwards (Column 4 of Table 1).
The grading curve is plotted on a graph (Figure 1) where the ordinate values represent the percentage passing (Column 4 of Table 1), and the abscissa values show the sieve apertures (Column 1 of Table 1), set to a logarithmic scale.
Table 1: Data for sieve analysis on sand
Column 1
Column 2
Column 3
Column 4
ASTM Sieve (Sieve size)
Weight retainedon each sieve (g)
Percentage weightretained on each sieve (%)
Cumulative Percentage passing each sieve (%)
⅜ inch (9.5 mm)
0
0
98+2 = 100
No. 4 (4.75 mm)
10
2
88+10 = 98
No. 8 (2.36mm)
50
10
79+9 = 88
No. 16 (1.18 mm)
45
9
61+18 = 79
No. 30 (600 µ)
90
18
29+32 = 61
No. 50 (300 µ)
160
32
10+19 = 29
No. 100 (150 µ)
95
19
10
Bottom pan
50
10
Total weight of aggregate = 500 g
Grading curves visually simplifies the distribution of particle sizes and is essential for ensuring that aggregates meet the required grading specifications for construction projects.