OBJECTIVE:
To determine crushing value of course aggregate .
APPARATUS:
A 15-cm diameter open-ended steel cylinder, with
plunger and base-plate, of the general form and dimensions shown in Fig. ,A
straight metal tamping rod, A balance of capacity 3 kg, readable and accurate
to one gram, IS Sieves of sizes 12.5, 10 and 2.36 mm, For measuring the sample,
cylindrical metal measure of sufficient rigidity to retain its form under rough
usage and of the following internal dimensions: Diameter 11.5 cm and Height
18.0 cm .
THEORY:
The Course aggregate crushing value‘ gives a relative
measure of the resistance of an aggregate to crushing under a gradually applied
compressive load. With aggregate of aggregate crushing value‘ 30 or higher, the
result may be anomalous, and in such cases the‗ten percent fines value‘ should
be determined instead.
PROCEDURE :
1.The material for the standard test shall
consist of aggregate passing a 12.5 mm IS Sieve and retained on a 10 mm IS
Sieve, and shall be thoroughly separated on these sieves before testing.
4. The weight of material comprising the test sample shall be determined (Weight A) and thesame weight of sample shall be taken for the repeat test.
1. The apparatus, with the test sample and plunger in
position, shall then be placed between the platens of the testing machine and
loaded at as uniform a rate as possible so that the total load is reached in 10
minutes. The total load shall be 400 kN.
2. The load shall be released and the whole of the material removed
from the cylinder and sieved on a 2.36 mm IS Sieve for the standard test. The
fraction passing the sieve shall be weighed (Weight B).
CALCULATION:
The
ratio of the weight of fines formed to the total sample weight in each test
shall be expressed as a percent...........
Aggregate Crushing Value =
A = weight (gm. ) of saturated
surf ace - dry sample,
B = weight (gm) of fraction
passing through appropriate sievs
CONCLUSION/ RESULT :
The aggregate crushing value of
given sample of coarse aggregate is ……….. %
The aggregate crushing value
should not be more than 45 per cent for aggregate used for concrete other t
wearing surfaces, and 30 per cent for concrete used for wearing surfaces such a
runways, roads and a pavements.
VIDEO TUTORIAL : BY NITTTR CHANDIGARH
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