Procedure for coarse aggregate test and Sive Analysis Test for Coarse Aggregate:
A sample of aggregate shall be collected as given earlier.
Sieves shall be cleaned and arranged in sequence in descending order. Pan shall at the lowermost end and Lid on top.
Take around 5 kg of sample and dry it in an oven at a temp of 100-1100
The dried sample shall be then weighed ( 5 kg preferably) and sieved successively on sieves starting with 40mm and then through 4.75mm (For 20 mm down an aggregate size ) and through 2.36 mm (For 12.5/10 mm down an aggregate size).
Each sieve shall be shaken at least for two minutes on a clean tray until no more trace passes.
The motion shall be varied like back and forth, left to right, circular clockwise and anti-clockwise and with frequent jarring.
Material shall not be forced through the mesh. But for coarser than 20mm particles, placing is permitted (passing particles through sieve opening manually).
Sieves shall be brushed from underneath of mesh and pass on to the next.
On completion of sieving, material retained on each sieve is to weigh Separately.
The % by weight of the total sample passing one sieve and retained on the next smaller sieve to the nearest 1 decimal. Calculate the F.M. of the material and decide to read the Zone of material.