The liquid limit is defined as the water content above which a cohesive soil ceases to behave as a semi-solid material and reacts as a viscous liquid (a. ASTM D() Method of Test for Liquid Limit of Soils. Be notified when this Standard is updated or amended – Add to StandardsWatch. General Product . 39/l. -. LIQUID LIMIT. 1. Application The liquid limit is defined as the water content above which a cohesive soil ceases to behave as a semi-solid.

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ASTM D – 66() Method of Test for Liquid Limit of Soils (Withdrawn )

Determination asm water content of soil, rock and soil-aggregate mixtures and soil particle size analysis by sieving. Liquid Limit and Plastic Limit; organic impurities; compaction standard Proctor method, compaction modified Proctor method, and unconfined compressive strength.

Humidity; specific gravity of solids; moisture; liquid limit; plastic Limit; standard proctor; proctor modified; unconfined compression; CBR; direct cut; proctor modified; and consolidation.


Wear resistance of the aggregates of sizes smaller than Sulfur; gross calorific value; net calorific value; carbon; total hydrogen; nitrogen; and total d4233.

Determination of water content; Determination of particle size distribution; and Determination of Atterberg limits. Method by inductively coupled plasma emission spectrometry in soils: Beryllium; 1,1-Dichloroethane; Nitrites; 2,4,6-trichlorophenol; Total alkalinity; DDT total and isomers ; Barium; Zinc; Xylenes; Trans-1,2-dichloroethene; N-Propylbenzene; Chloroethane; 1,3-Dichlorobenzene, m-dichlorobenzene; Cis 1,3-dichloropropene; 1,1,2,2-Tetrachloroethane; and 1,2,4-trichlorobenzene.

Humidity and Relative density soil ; Compression of cylindrical specimens concrete ; and Apparent density sand. Flexion traction; fine material less than 0.

Flakiness index;; particle shape Section Elongation index of coarse aggregate; testing aggregates Part Sieve tests; determination of particle shape. Flakiness index; determination of particle shape.

Made in the ASTM D CE 12 Ml | Astm Meme on

Elongation Index ; determination of particle size distribution. Sieving method mass of fines passing the 0. Sieving method; ten per cent axtm value TFV ; determination of shell content.

Percentage of shells in coarse; sand equivalent value of soils and fine aggregate. Classification tests determination of the liquid limit — cone penetrometer method: Ash content; volatile matter; fixed Carbon; inherent moisture; moisture; hardgrove index; chlorine; and fluorine.


Liquid zstm Plastic limit; Moisture determination; and Granulometric analysis by sieving and sedimentation.

Liquid Limit of Soils & Plastic Limit to ASTM D423 & D424

Acid soluble chlorides, Acid soluble sulfates, stone sample. Acid soluble chlorides, Acid soluble sulfates concrete sample. Dry maximum density; Dry minimum density; Determination fine material less 0.

Proctor modified; Specific gravity of solids. NCh NCh 8.

Thickness of compacted bituminous mixtures; and Extraction, preparatrion and assay of asphlat witness. Density in the ground, sand cone method; Density in the field, nuclear method; Extraction and preparation of samples; and Moisture in the field, nuclear method. Granulometry of stone; Real and net density and water absorption of gravel; Real and net density and water absorption of sands; Determination of Gaps; Determination of crumbly particles; Determination.

Average volumetric coefficient of gravel; and Extraction and preparation of stone samples.