check list for reported results_aggregate

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Check list for R S.NO Test Specifications 1 2 IS:2720 (Part 2) - 1973 3 4 5 S:2720 (Part 16) - 198 Determination of dry density of soil in- place IS:2720 (Part 29) - 1975 Determination of Water content Determination of Liquid & Plastic limit IS:2720 (Part 5) - 1985 Determination of water content - dry density relation using heavy compaction IS:2720 (Part 8) - 1983 Laboratory determination of CBR

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SoilCheck list for Reported results_SoilS.NOTest SpecificationsMeasuring ParameterUnitsRemarks1Determination of dry density of soil in-placeIS:2720 (Part 29) - 1975 Dry density of soilg/cm3Value shall be up to second place of decimal2Determination of Water contentIS:2720 (Part 2) - 1973Water Content%Shall be reported to two significant figures3Determination of Liquid & Plastic limitIS:2720 (Part 5) - 1985 Liquid Limit -Should be reported to the nearest Whole number for MECHANICAL METHODShould be reported to the nearest first decimal place for CONE PENETRATION METHOD & ONE POINT METHODPlastic Limit-The average of the results calculated to the nearest whole number.4Determination of water content - dry density relation using heavy compactionIS:2720 (Part 8) - 1983 MDDg/cm3Maxm Dry Density shall be reported to the nearest 0.01OMC%Shall be quoted to the nearest 0.2 for the values below 5% to the nearest 0.5 for the values between 5 to 10% and to the nearest whole number for the values > 10%.5Laboratory determination of CBRIS:2720 (Part 16) - 1987Swell%CBR%

AggregateCheck list for Reported results_AggregateS.NOTest SpecificationsMeasuring ParameterUnitsReported ResultRemarks1Sieve AnalysisIS:2386 (Part I)-1963Particle size distribution of Coarse, fine and all- in- aggregates%2Determination of Flakiness IndexFlakiness Index% shall be expressed to the nearest whole number3Determination of Elongation IndexElongation Index% shall be expressed to the nearest whole number4Determination of Angularity NumberAngularity NumberNumberNumber shall be expressed to the nearest whole number5Determination of Specific GravityIS:2386 (Part III)-1963Specific GravityNumberReport the result to 0.01AASHTO T84, T856Determination of Water AbsorptionWater Absorption%Report the result to 0.1 percent7Determination of Bulk DensityBulk Densitykg/litreshall be reported to nearest 0.01kg8Determination of VoidsVoids%Shall be reported as a percentage to the nearest whole number9Determination of Crushing ValueIS:2386 (Part IV)-1963Crushing Value%Shall be reported to the nearest whole Number10Determination of 10 percent fine value10 percent fine valueTonnesShall be reported to the nearest whole number for loads of 10 tonnes or more, the nearest 0.5 tonne for loads of less than 10 tonnes.11Determination of Aggregate Impact valueAggregate Impact value%Shall be reported to the nearest whole Number12Determination of Aggregate Abrasion valueAggregate Abrasion value%Shall be reported to the nearest whole Number13Determination of Polished Stone valuePolished Stone value%Shall be reported to the nearest whole Number14Determination of Crushing strengthCrushing strengthkg/cm2Shall be reported to the nearest 5kg/cm215SoundnessIS:2386 (Part V)-1963Soundness%16Alkali Aggregate ReActivityIS:2386 (Part VII)-1963Alkali Aggregate ReActivity