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METHOD B1 THE DETERMINATION OF THE AGGREGATE .

The aggregate crushing value (ACV) of an aggregate is the mass of material, expressed as a percentage of the test sample. which is crushed finer than a 2,36 mm sieve when a sample of aggregate passing the 13,2 mm and retained on the 9,50 mm sieve is subjected to crushing under a gradually applied compressive load of 400 kN. 2 APPARATUS.

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METHOD B1 THE DETERMINATION OF THE AGGREGATE .

THE DETERMINATION OF THE AGGREGATE CRUSHING VALUE 1 SCOPE The ACV of an aggregate as defined hereunder is determined by crushing a prepared ... Calculate the dry or wet aggregate crushing value to the nearest 0,1 % as follows and report it to the nearest 0,1% on form B4/3 or a similar form.

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Aggregate Impact Value | Weight | Experiment. Impact value of an aggregate is the percentage loss of weight particles passing 2.36mm sieve by the application of load by means of 15 blows of standard hammer and drop, under specified test condition.

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The aggregate crushing value gives a relative measure of the resistance of an aggregate to crushing under a gradually applied compressive load. With aggregates of "aggregate crushing value" 30 or higher, the result may be anomalous and in such cases the "10% fines value" should be .

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Created Date: 8/19/2008 1:29:36 PM

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Aggregate Crushing Value Apparatus STANDARD: BS 812-110, 111 The aggregate crushing value provides a relative measure of the resistance of an aggregate to crushing under a gradually applied compressive load.

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The aggregate crushing value gives a relative measure of the resistance of aggregate in bulk to crushing under a gradually applied compressive load. Crushing value is defined as the ratio of finess passing a standard sieve produced by crushing under standard condition to the weight of coarse aggregate expressed as a percentage.

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Apr 10, 2012· Aggregate Crushing Value. * The value is higher when more percentage of aggregates crush and break into smaller pieces which indicates the aggregates are of a lower quality. * Aggregate crushing value < 45% for aggregates used for concrete for non wearing surfaces and <25% for wearing surfaces like runways and roadways.

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