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Exp 4 Aggregate Impact Value Civil Engineers PK. Aug 20, 2014 Experiment to Determine the aggregate impact value of different coarse aggregate samples, (BS 812), Aggregate impact value test, 15 The Power of Rendering · 16 Intermediate Max Sampler · 17 Conclusion

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Experiment 2 was conducted to further evaluate the test methods selected at the conclusion of Experiment 1 with a broader range of aggregate materials. At the conclusion of Experiment 1, six test methods were selected for further evaluation in Experiment 2.

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From the experiment, we get the value is 8.65% less than the requirement of JKR''s 15%. Aggregate physical property must lower Aggregate Impact Value, AIV because is tougher and resistance to crushed. We can conclude that the aggregate been used are medium tough and resistant to be crash.

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Result Introduction measure of degradation of mineral aggregates of standard grading resulting from a combination of action including abrasion and grinding in a rotation steel drum containing a specific number of steel spheres. give a measure of aggregate hardness, as specified

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Result Introduction measure of degradation of mineral aggregates of standard grading resulting from a combination of action including abrasion and grinding in a rotation steel drum containing a specific number of steel spheres. give a measure of aggregate hardness, as specified

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Experiment No 4: Determination of the aggregate impact value of different coarse aggregate sampl (BS 812) Scope & significance: Aggregate Impact Value The aggregate impact value gives a relative measure of the toughness or the resistance of aggregate sudden shock or impact is not proportional to the resistance to a slowly applied compressive load

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Toughness is the property of material which indie its capacity which impact in sudden. Tougher the aggregate more suitable for wearing surface such as road surface. Lower the impact value stronger the aggregate, again the impact these for good quality concrete, aggregate with lower AIV (Aggregate Impact Value) is prepared.

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The Los Angeles test is a measure of degradation of mineral aggregates of standard gradings resulting from a combination of actions including abrasion or attrition, impact, and grinding in a rotating steel drum containing a specified number of steel spheres. The Los Angeles (L.A.) abrasion test is a common test method used to indie aggregate toughness and abrasion

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Determination of the aggregate impact value of different coarse aggregate samples. (BS 812) Scope & significance: Aggregate Impact Value. The aggregate impact value gives a relative measure of the toughness or the resistance of aggregate sudden shock or impact is not proportional to the resistance to a slowly applied compressive load.

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Jul 16, 2014 · Aggregate impact value test gives an indiion of aggregate''s toughness property (i.e. property of a material to resist impact) Aggregate impact values are used to classify the stone aggregates with respect to toughness property as given below. Aggregate impact value (%) Toughness Properties <10 Exceptionally tough / Strong 10 – 20 Very tough / Strong []

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Exp 4 Aggregate Impact Value Civil Engineers PK. Aug 20, 2014 Experiment to Determine the aggregate impact value of different coarse aggregate samples, (BS 812), Aggregate impact value test, 15 The Power of Rendering · 16 Intermediate Max Sampler · 17 Conclusion

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The apparatus used for determining aggregate impact value of coarse aggregates is Impact testing machine conforming to IS: 2386 (Part IV) 1963,IS Sieves of sizes – 12.5mm, 10mm and 2.36mm, A cylindrical metal measure of 75mm dia. and 50mm depth, A tamping rod of 10mm circular cross section and 230mm length, rounded at one end and Oven.

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The Los Angeles test is a measure of degradation of mineral aggregates of standard gradings resulting from a combination of actions including abrasion or attrition, impact, and grinding in a rotating steel drum containing a specified number of steel spheres. The Los Angeles (L.A.) abrasion test is a common test method used to indie aggregate toughness and abrasion

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Experiment 2 was conducted to further evaluate the test methods selected at the conclusion of Experiment 1 with a broader range of aggregate materials. At the conclusion of Experiment 1, six test methods were selected for further evaluation in Experiment 2.

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