The primary purpose of using coarse aggregates is to enhance the strength of the concrete. Moreover, the coarse aggregates will easily blend with other concrete ingredients and make it as a homogeneous element.
The impact value test has been conducted on aggregate to determine its bearing capacity against sudden impact.
Here we are going to discuss the crushing value of aggregates.
Contents of the Article showThe resistance capacity of aggregate under gradually applied compression load is known as aggregate crushing value . The test that is performed to measure the relative resistance is called aggregate crushing value test.
The crushing value test is conducted on aggregates that are used for the construction of roads. Lower crushing value aggregates give much more durability for roads due to its lower crushed fraction under the compression load.
The road is subjected to motion pressure continuously. So the aggregate used for road construction should be able to sustain that motion pressure.
It should not disintegrate against the pressure else; the surface of the road will be damaged.
So the aggregates must be tested to know its crushing strength against compressive load, whether it is suitable or not for road construction.
The aggregates crushing value test should be performed as per IS code 2386 Part IV.
Calculation of Aggregate Crushing Value
The crushing value of aggregates is measured in the ratio between the crushed aggregates, obtained from the IS sieve 2.36mm and the weight of the dried aggregate sample.
At least three samples should be tested from the same batch and average value to get accurate results.
The crushing value of aggregate = (W2/W1) x 100
SI | Description | Sample1 | Sample2 | Sample3 |
1 | Total weight of dried aggregates (W1) | |||
2 | Weight of aggregates sieved by 2.36mm IS Sieve (W2) | |||
3 | Ratio (W2/W1) x 100 |
The below table shows the crushing value limits for different aggregates.
Roads / Pavements | Aggregate Crushing Value Limit |
Flexible Pavements | |
Soling | 50 |
Water bound macadam | 40 |
Bituminous macadam | 40 |
Bituminous surface dressing or thin premix carpet | 30 |
Dense mix carpet | 30 |
Rigid Pavements | |
Other than wearing course | 45 |
Surface or wearing course | 30 |