CONSISTENCY OF BUILDING LIME (IS:6932-Part 8-1973)

Objective For determination of Consistency of hydrated lime.  Reference Standards IS: 6932(Part 8)-1973-Method of tests for Building Lime (Determination of Consistency of hydrated lime) Equipment & Apparatus Balance Burette (50 ml) Enamel tray Flow table  Preparation of sample Lime putty is prepared by thoroughly mixing the 500 gm hydrated lime with an equal mass of … Read more

FINENESS OF BUILDING LIME BY DRY SIEVING METHOD (IS:6932-Part 4-1973)

Objective Determination of Fineness of Building Lime by Dry sieving. Reference Standards IS: 6932(Part IV)-1973-(Methods of tests for Building Lime (Determination of Fineness of Hydrated Lime) Equipment & Apparatus Sieves Oven Balance  Preparation sample Test sample is dried in oven for a period of four hours at a       temperature of 1000to 1100C.  Procedure Sieves specified … Read more

RELATIVE DENSITY OF CHEMICAL ADMIXTURE (IS:9103 -1999)

Objective For determination of relative density of liquid admixture.  Reference Standards IS : 9103-1999 – Concrete admixtures specification Equipment & Apparatus Constant temperature bath Hydrometer Measuring cylinder(500 ml)  Procedure About 400 ml of admixture is placed in a 500 ml graduated cylinder. The hydrometer is inserted into the cylinder. When it has reached the equilibrium … Read more

DETERMINATION OF ASH CONTENT OF LIQUID ADMIXTURE (IS:9103-1999)

Objective The ash content which gives an indication of inorganic constituents is determined by igniting the admixture at 6000C to remove any organic material.  Reference Standards IS : 9103-1999 – Concrete admixtures specification Equipment & Apparatus Oven(3000C) Bottle Balance(0-10kg)  Procedure About 1 g of sample is placed in a porcelain crucible. The crucible is then placed … Read more

DRY MATERIAL CONTENT OF LIQUID ADMIXTURE (IS:9103-1999)

Objective For determination of dry material content of liquid admixtures.  Reference Standards IS : 9103-1999- Concrete admixtures specification Equipment & Apparatus Oven(3000c) Bottle Balance(0-10kg) Procedure 25 to 30 g of preheated, completely dry sand is placed in a wide mouth glass weighing bottle provided with ground glass stopper. The bottle with sand and stopper is … Read more

COMPRESSIVE STRENGTH TEST OF CONCRETE (IS:516-1959)

Compressive Strength Test on Concrete

Objective The tests are required to determine the strength of concrete and therefore its suitability for the job.  Reference Standards IS : 516-1959 – Methods of tests for strength of concrete. Equipment & Apparatus Compression testing machine (2000 KN) Curing tank/Accelerated curing tank Balance (0-10 Kg)   Procedure  Representative samples of concrete shall be taken and … Read more

ACCELERATED CURING TEST OF CONCRETE (IS:9013-1978)

Objective Normally, the strength of concrete is found out after 7 days and 28 days. For some construction activities, it may be too late and need to know the strength earlier.  Reference Standards IS: 9013-1978-Method of making, curing and determining compressive strength of accelerated cured concrete test specimen. Equipment & Apparatus Accelerated curing tank Compression Testing Machine … Read more

BLEEDING TEST OF CONCRETE (IS:9103-1199)

Objective For determination of relative quantity of mixing water that will bleed from a sample of freshly mixed concrete.  Reference Standard IS : 9103-1999 – Method of sampling and analysis of concrete. Equipment & Apparatus Cylindrical measure Tamping Bar Pipette Graduated Jar Procedure The container is filled with concrete up to a height of 250±3 … Read more

WORKABILITY OF CONCRETE USING FLOW TABLE TEST APPARATUS (IS:1199-1959)

Objective For determination of consistency of concrete where the nominal maximum size of aggregate does not exceed 38 mm using flow table apparatus.  Reference Standard IS : 1199 – 1959 – Method of sampling and analysis of concrete. Equipment & Apparatus Flow table    Procedure Before commencing test, the table top and inside of the mould … Read more

CONSISTENCY OF CONCRETE USING COMPACTING FACTOR TEST APPARATUS (IS:1199-1959)

Objective For determination of consistency of concrete where the nominal maximum size of aggregate does not exceed 38 mm using compacting factor test apparatus.  Reference Standards IS: 1199 – 1959 – Method of sampling and analysis of concrete. Equipment & Apparatus Compacting factor apparatus.    Procedure The sample of concrete to be tested is placed … Read more