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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For soils containing appreciable amounts of particles in excess of However, conversions are given in the SI 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 This standard has been written using the gravitational system of units when dealing with the inch-pound system.

Link to Active This link will always route to the current Active version of the standard.

ASTM D2167

Reliable results depend on many factors; Practice D wstm a means of evaluating some of those factors. 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. Historical Version s – view previous versions of standard. It is beyond the scope of this standard to consider significant digits used in analytical methods for engineering design.

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

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ASTM D, Test equipment Controls

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

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. This standard is a field procedure requiring mass measurements to the nearest 5 g.

Users of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results. It is scientifically undesirable to combine the atm of two separate sets of inch-pound units within a single standard.

In this system the pound lbf represents a unit of force weight. Link to Active This link will always route to the current Active version of the standard. 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 Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part axtm the standard.

In addition they are representative of the significant digits that generally should be retained. It is beyond the scope of this standard to consider significant digits used in r2167 methods for engineering design.

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

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It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single astn. The values given in parentheses are for information only.

ASTM D Standard

Agencies that meet the criteria of Practice D are generally considered capable of competent and objective testing. Active view current version of standard. This test method may not be suitable for soils containing crushed rock fragments or sharp edge materials, which may puncture the rubber membrane.

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. This test method may d217 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 dd2167 the personnel performing it and the suitability of the equipment and the facilities used.

For soils containing appreciable amounts of particles in excess of This standard has asttm written using the gravitational system of units when dealing with the inch-pound system.

The values given in parentheses are for information only. Such soils may undergo a volume change during the application of pressure during testing.

However, conversions are given in the SI system.