ASTM D2167 PDF

ASTM D Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method. This standard is issued under the fixed designation D ; the number 1 This test method is under the jurisdiction of ASTM Committee D on Soil and Rock. Revised 02/ SOIL MECHANICS. Soil Compaction. Test. ASTM/. AASHTO ASTM D/AASHTO T . Rubber Balloon Method (D). 3.

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This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system.

This standard has been written using the gravitational system of units when dealing with the inch-pound system. For soils containing appreciable amounts of particles in 2d167 of This test method may require special care for use on 1 soils consisting of unbonded granular materials that will not maintain stable sides in a small hole, 2 soils containing appreciable amounts of coarse material in excess of The quality of the result produced by this standard is dependent on the competence of the personnel performing it and the suitability of the equipment and the facilities astk.

ASTM D2167

This standard is a field procedure requiring mass astk to the nearest 5 g. This test method often is used as a basis of acceptance for soils compacted to a specified density or a percentage of maximum density or unit weight, as determined by a standard test method.

In addition they are representative of the significant digits that generally should be retained. Active view current version of standard. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

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ASTM D, Test equipment Controls

Link to Active This link will always route to the current Active version of the standard. The values given in parentheses are for information only. Link to Active This link will always route to the current Active version of the standard. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. It is the responsibility of the user of this d21667 to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

As such, water content calculations should only be reported to two significant digits and density to three significant digits. This implicitly combines two separate systems of units; that is, the absolute system and the gravitational system.

It is often used as a basis of acceptance for earthen material compacted to a specified density or percentage of a maximum density determined by a test method, such as Test Methods DD or D Users of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results. This standard has been written using the gravitational system of units when dealing with the inch-pound system. However, conversions are given in the SI system.

In addition they are representative of the significant digits that generally should be retained. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard.

It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. Historical Version s – view previous versions 2d167 standard. However, conversions are given in the SI system. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

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Aastm that meet the criteria of Practice D are generally considered capable of competent and objective testing. Such soils may undergo a asfm change during the application of pressure asym testing.

It is beyond the scope of this standard to consider significant digits used in analytical methods for engineering design. This test method may require special care for use on 1 soils consisting of unbonded granular materials that will not maintain stable sides in a small hole, 2 soils containing asrm amounts of coarse material in excess of It is beyond the scope of this standard to consider significant digits used in analytical methods for engineering design.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. This test method may not be suitable for soils containing crushed rock fragments or sharp edge materials, which may puncture the rubber membrane. For soils containing appreciable amounts of particles in excess of In this system the pound lbf represents a unit of force weight. The values given in parentheses are for information only.

In this system the pound lbf represents a unit of force weight.