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C <br />n7,iTM11' , • s` +TI <br />Laboratory Determination of Water (Moisture) Content of Soi: <br />• Rock' <br />This standard is issued under the fixed designation D 2216; the number immediately following the designation indicates the year of <br />original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A <br />superscript epsilon (e) indicates an editorial change since the last revision or reapproval. <br />1. Scope <br />1.1 This test method covers the laboratory determination <br />of the water (moisture) content of soil, rock, and similar <br />materials by mass. For simplicity, the word "material' <br />hereinafter also refers to either soil or rock, whichever is <br />most applicable. <br />1.2 The water content of a material is defined by this <br />standard as the ratio, expressed as a percentage, of the mass <br />of "pore" or "free" water in a given mass of material to the <br />mass of the solid material. <br />1.3 The term "solid particles" as used in geotechnical <br />engineering is typically assumed to mean naturally occurring <br />mineral particles of soil and rock that are not readily soluble <br />in water. Therefore, the water content of materials con- <br />taining extraneous matter (such as cement, and the like) may <br />require special treatment or a qualified definition of water <br />content. In addition, some organic materials may be decom- <br />posed by oven drying at the standard drying temperature for <br />this method (110°C). Materials containing gypsum (calcium <br />sulfate dihydrate or other compounds having significant <br />amounts of hydrated water) may present a special problem as <br />this material slowly dehydrates at the standard drying <br />temperature (110°C) and at very low relative humidities, <br />forming a compound (calcium sulfate hemihydrate) which is <br />not normally present in natural materials except in some <br />desert soils. In order to reduce the degree of dehydration of <br />gypsum in those materials containing gypsum, or to reduce <br />decomposition in highly organic soils, it may be desirable to <br />dry these materials at 60"C or in a desiccator at room <br />temperature. Thus, when a drying temperature is used which <br />is different from the standard drying temperature as defined <br />by this test method, the resulting water content may be <br />different from standard water content determined at the <br />standard drying temperature. <br />NOTE I—Test Methods D 2974 provides an alternate procedure for <br />determining water content of peat materials. <br />1.4 Materials containing water with substantial amounts <br />of soluble solids (such as salt in the case of marine sediments) <br />when tested by this method will give a mass of solids which <br />includes the previously soluble solids. These materials re- <br />quire special treatment to remove or account for the <br />presence of precipitated solids in the dry mass of the <br />t This method is under the jurisdiction of ASTM Committee D -I8 on Soil and <br />Rock and is the direct responsibility of Subcommittee D18.03 on Texture, <br />Plasticity and Density Characteristics of Soils. <br />Current edition approved June 15, 1992. Published August 1992. Originally <br />published as D 2216 - 63 T. Last previous edition D 2216 - 90". <br />162 <br />specimen, or a qualified definition of water content must be <br />used. <br />1.5 This test method requires several hours for proper <br />drying of the water content specimen. Test Method D 4643 <br />provides for drying of the test specimen in a microwave oven <br />which is a shorter process. <br />1.6 This standard requires the drying of material in an <br />oven at high temperatures. If the material being dried is <br />contaminated with certain chemicals, health and safety <br />hazards can exist. Therefore, this standard should not be <br />used in determining the water content of contaminated soils <br />unless adequate health and safety precautions are taken. <br />1.7 This standard does not purport to address all of the <br />safety problems, if any, associated with its use. It is the <br />responsibility of the user of this standard to establish appro- <br />priate safety and health practices and determine the applica- <br />bility of regulatory limitations prior to use. <br />2. Referenced Documents <br />2.1 ASTM Standards: <br />D 653 Terminology Relating to Soil, Rock, and Contained <br />Fluids2 <br />D2974 Test Methods for Moisture, Ash, and Organic <br />Matter of Peat and Other Organic Soils2 <br />D 4220 Practice for Preserving and Transporting Soil <br />Samples2 <br />D4318 Test Method for Liquid Limit, Plastic Limit, and <br />Plasticity Index of Soils2 <br />D4643 Test Method for Determination of Water <br />(Moisture) Content of Soil by the Microwave Oven <br />Method2 <br />D4753 Specification for Evaluating, Selecting, and Speci- <br />fying Balances and Scales for Use in Soil and Rock <br />Testing2 <br />E 145 Specification for Gravity -Convection And Forced - <br />Ventilation Ovens3 <br />3. Terminology <br />3.1 Refer to Terminology D 653 for standard definitions <br />of terms. <br />3.2 Description of Term Specific to This Standard: <br />3.2.1 water content (of a material)—the ratio of the mass <br />of water contained in the pore spaces of soil or rock material, <br />to the solid mass of particles in that material, expressed as a <br />percentage. <br />2 Annual Book of ASTM Standards, Vol 04.08. <br />3 Annual Book of ASTM Standards, Vol 14.02. <br />