What are the limits of water absorption of coarse aggregate?
Max water absoption limit for coarse aggregates in any climatic condition should not be more than 2%.
And for fine aggregates range varies from 0.3–2.5%.
Max permissible limit of fine aggregates is 3%.
However it may increase or decrease depending upon type of sand
WATER ABSORPTION
This test helps to determine the water absorption of coarse aggregates as per IS: 2386 (Part III) – 1963. For this test a sample not less than 2000g should be used. The apparatus used for this test are :-
Wire basket – perforated, electroplated or plastic coated with wire hangers for suspending it from the balance, Water-tight container for suspending the basket, Dry soft absorbent cloth – 75cm x 45cm (2 nos.), Shallow tray of minimum 650 sq.cm area, Air-tight container of a capacity similar to the basket and Oven.
This test helps to determine the water absorption of coarse aggregates as per IS: 2386 (Part III) – 1963. For this test a sample not less than 2000g should be used. The apparatus used for this test are :-
Wire basket – perforated, electroplated or plastic coated with wire hangers for suspending it from the balance, Water-tight container for suspending the basket, Dry soft absorbent cloth – 75cm x 45cm (2 nos.), Shallow tray of minimum 650 sq.cm area, Air-tight container of a capacity similar to the basket and Oven.
Procedure to determine water absorption of Aggregates.
i) The sample should be thoroughly washed to remove finer particles and dust, drained and then placed in the wire basket and immersed in distilled water at a temperature between 22 and 32oC.
i) The sample should be thoroughly washed to remove finer particles and dust, drained and then placed in the wire basket and immersed in distilled water at a temperature between 22 and 32oC.
ii) After immersion, the entrapped air should be removed by lifting the basket and allowing it to drop 25 times in 25 seconds. The basket and sample should remain immersed for a period of 24 + ½ hrs afterwards.
iii) The basket and aggregates should then be removed from the water, allowed to drain for a few minutes, after which the aggregates should be gently emptied from the basket on to one of the dry clothes and gently surface-dried with the cloth,transferring it to a second dry cloth when the first would remove no further moisture.The aggregates should be spread on the second cloth and exposed to the atmosphere away from direct sunlight till it appears to be completely surface-dry.The aggregates should be weighed (Weight ‘A’).
iv) The aggregates should then be placed in an oven at a temperature of 100 to 110oC for 24hrs. It should then be removed from the oven, cooled and weighed (Weight ‘B’).
Formula used is Water absorption = [(A – B)/B] x 100%.
Two such tests should be done and the individual and mean results should be reported. A sample proforma for the record of the test is
Two such tests should be done and the individual and mean results should be reported. A sample proforma for the record of the test is
Macking Floor plan in AutoCAD, Estimate & Costing, Repairing House, home loan sanction, interior design, AutoCAD Plan sanction, Site Supervisor, Civil Engineer, Architect, Developer, in Newtown, NKDA, HIDCO Call me 9804076776
No comments:
Post a Comment
If you are getting more information from civilengineerfriend page please give your comments. Share the page information in your whatsapp group. Subscribe our page to get more information.