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ist be <br />roper <br />4643 <br />oven <br />in an <br />ied is <br />safety <br />of be <br />1 soils <br />a. <br />9j the <br />!s the <br />ippro- <br />plica- <br />f 1 <br />ained <br />game <br />Soil <br />and <br />Water <br />Oven <br />ipeci- <br />Rock <br />►rced- <br />itions <br />mass <br />terial, <br />iasa <br />11 <br />4.1 A test specimen is dried in an oven to a constant mass. <br />Te loss of mass due to drying is considered to be water. The <br />iter content is calculated using the mass of water and the <br />ass of the dry specimen. <br />Significance and Use <br />5.1 For many materials, the water content is one of the <br />est significant index properties used in establishing a <br />rrelation between soil behavior and its properties. <br />5.2 The water content of a material is used in expressing <br />phase relationships of air, water, and solids in a given <br />lume of material. <br />5.3 In fine-grained (cohesive) soils, the consistency of a <br />!en soil type depends on its water content. The water <br />ntent of a soil, along with its liquid and plastic limits as <br />termined by Test Method D 4318, is used to express its <br />ative consistency or liquidity index. <br />6.1 Drying Oven, hermostatically-controlled, preferably <br />the forced -draft , meeting the requirements of Speci- <br />ation E 145 a capable of maintaining a uniform temper - <br />tire o 10 5°C throughout the drying chamber. <br />6.2 Balances—All balances must meet the requirements <br />Specification D4753 and this Section. A Class GPI <br />Mance of 0.01g readability is required for specimens having <br />mass of up to 200 g (excluding mass of specimen con- <br />iner) and a Class GP2 balance of 0.1g readability is <br />quired for specimens having a mass over 200 g. <br />6.3 Specimen Containers—Suitable containers made of <br />aterial resistant to corrosion and change in mass upon <br />peated heating, cooling, exposure to materials of varying <br />3, and cleaning. Containers with close -fitting lids shall be <br />ed for testing specimens having a mass of less than about <br />C g; while for specimens having a mass greater than about <br />10 g, containers without lids may be used. One container is <br />:eded for each water content determination. <br />NoTE 2—The purpose of close -fitting lids is to prevent loss of <br />Disture from specimens before initial mass determination and to <br />event absorption of moisture from the atmosphere following drying <br />d before final mass determination. <br />6.4 Desiccator—A desiccator cabinet or large desiccator <br />r of suitable size containing silica gel or anhydrous calcium <br />tosphate. It is preferable to use a desiccant which changes <br />11or to indicate it needs reconstitution. See Section 10.5. <br />NOTE 3—Anhydrous calcium sulfate is sold under the trade name <br />6.5 Container Handling Apparatus, gloves, tongs, or suit - <br />le holder for moving and handling hot containers after <br />Miscellaneous, knives, spatulas, <br />sample splitters, etc, as required. <br />quartering <br />I Samples shall be preserved and transported in accor- <br />e with Practice 4220 Groups B, C, or D soils. Keep the <br />)les that are stored prior to testing in noncorrodible <br />;ht containers at a temperature between approximately 3 <br />30'C and in an area that prevents direct contact with <br />163 <br />sunlight. Disturbed samples in jars or other containers shall <br />be stored in such a way as to prevent or minimize moisture <br />condensation on the insides of the containers. <br />7.2 The water content determination should be done as <br />soon as practicable after sampling, especially if potentially <br />corrodible containers (such as thin-walled steel tubes, paint <br />cans, etc.) or plastic sample bags are used. <br />8. Test Specimen <br />8.1 For water contents being determined in conjunction <br />with another ASTM method, the specimen mass require- <br />ment stated in that method shall be used if one is provided. If <br />no minimum specimen mass is provided in that method <br />then the values given before shall apply. <br />8.2 The minimum mass of moist material selected to be <br />representative of the total sample, if the total sample is not <br />tested by this method, shall be in accordance with the <br />following: <br />Recommended, Recommended <br />minimum mass of minimum mass of <br />moist test spec- moist test spec - <br />Maximum particle imen for water imen for water <br />size (100 % Standard Sieve content reported content reported <br />Pissing) Size to t0.1 % to tl % <br />2 mm or less No. 10 20 g 20 e <br />4.75 mm No. 4 100 g 20 g- <br />9.5 mm 3/g -in. 500 g 50 g <br />19.0 mm 3/4 -in. 2.5 kg 250 g <br />37.5 mm 11/2 in. 10 kg I kg <br />75.0 mm 3 -in. 50 kg 5 kg <br />No'tE--"To be representative not less than 20 g shall be used. <br />8.2.1 If the total sample is used it does not have to meet <br />the minimum mass requirements provided in the table <br />above. The report shall indicate that the entire sample was <br />used. <br />8.3 Using a test specimen smaller than the minimum <br />indicated in 8.2 requires discretion, though it may be <br />adequate for the purposes of the test. Any specimen used not <br />meeting these requirements shall be noted in the report of <br />results. <br />8.4 When working with a small (less than 200g) specimen <br />containing a relatively large gravel particle, it is appropriate <br />not to include this particle in the test specimen. However, <br />any discarded material shall be described and noted in the <br />report of the results. <br />8.5 For those samples consisting entirely of intact rock, <br />the minimum specimen mass shall be 500 g. Representative <br />portions of the sample may be broken into smaller particles, <br />depending on the sample's size, the container and balance <br />being used and to facilitate drying to constant mass, see <br />Section 10.4. <br />9. Test Specimen Selection <br />9.1 When the test specimen is a portion of a larger <br />amount of material, the specimen must be selected to be <br />representative of the water condition of the entire amount of <br />material. The manner in which the test specimen is selected <br />depends on the purpose and application of the test, type of <br />material being tested, the water condition, and the type of <br />sample (from another test, bag, block, and the likes.) <br />9.2 For disturbed samples such as trimmings, bag sam- <br />ples, and the like, obtain the test specimen by one of the <br />