ASTM D2937 PDF

GeoTesting Express is a provider of Soil Testing Services – ASTM D, Standard Test Method for Density of Soil in Place by the Drive-Cylinder Method. This standard is issued under the fixed designation D ; the number 1 This test method is under the jurisdiction of ASTM Committee D18 on Soil and. Standard Test Method for Density of Soil in Place by the Drive-Cylinder Method.

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It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. It is the responsibility of the user of this standard aztm establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Compaction control, density testing, drive cylinder, drive cylinder test, field density, in-place density, plug sampler, quality control, subsurface sampler, surface sampler, unit weight.

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The procedures and precautions necessary for selecting locations and obtaining intact samples suitable for laboratory testing or otherwise determining engineering properties is beyond the scope of this test method.

Users of this method are cautioned that compliance with Practice D does not in itself assure reliable testing. Proceed to Checkout Continue Shopping.

This test method covers the determination of in-place density of soil by the drive-cylinder method. Already Subscribed to this document. The general principles of this test method have been successfully used to obtain samples for purposes other than density determination, such x2937 the testing for engineering properties.

Soils containing particles larger than 4. Aetm is beyond the scope of this standard to consider significant digits used in analysis methods for engineering design.

This test method may not be applicable for soft, organic, highly plastic, noncohesive, saturated or other soils which are easily deformed, compress during sampling, or which may not be retained in the drive cylinder sampler.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Reliable testing depends on many factors; Practice D provides a means of evaluating some of those factors. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. In this system the pound lbf represents a unit of force weight. The presence of particles coarser than 4.

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ASTM D – 17e2 Standard Test Method for Density of Soil in Place by the Drive-Cylinder Method

When sampling or in-place density is required at depth, Test Method D should be used. This test may not be applicable with very hard natural soils or heavily compacted soils that may not be easily penetrated with the drive cylinder sampler.

This test method has been written using the gravitational system of units when dealing with the inch-pound system.

This test method may also be used to determine the in-place density d2397 compacted soils used in construction of structural fill, highway embankments, or earth dams. This test may not be applicable with very hard natural soils or heavily compacted soils that may not be easily penetrated with the drive cylinder sampler. It is beyond the scope of this standard to consider significant digits used in analysis methods for engineering design.

Users of this method are cautioned that compliance with Practice D does not in itself assure reliable testing. 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.

The inch-pound units given in parentheses are mathematical conversions, which are provided for information purposes only and are not considered standard. Reliable testing depends on many factors; Practice D provides a means of evaluating some of those factors.

The inch-pound units given in parentheses are mathematical conversions, which are provided for information purposes only and are not considered standard. In addition, they are representative of the significant digits that generally should be retained. The precision of this test method is dependent on the competence of the personnel performing it and the suitability of the equipment and facilities used. When sampling or in-place density is required at depth, Test Method D should be used.

The procedures, precautions, and requirements necessary for selecting locations for obtaining intact samples, suitable for laboratory testing or otherwise determining engineering properties, is beyond the scope of this test method. We have no amendments or corrections for this standard.

ASTM D Standard

When sampling or in-place density is required at depth, Test Method D should be used. Link to Active This link will always route to the current Active version of the standard. For Individuals with needing special assistance for disabilities or limited English proficiency Please contact our Title VI specialist at This test method may also be used to determine the in-place density of compacted soils used in construction of structural fill, highway embankments, or earth dams.

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Soil testing Back to Results D29377. The values given in parentheses after SI units are provided for information only and are not considered standard.

The procedures, precautions, and requirements necessary for selecting locations for obtaining intact samples, suitable for laboratory testing or otherwise determining engineering properties, is beyond the scope of this test method. This test method may not be applicable for soft, organic, highly plastic, noncohesive, saturated or other soils which are easily deformed, compress during sampling, or which may not be retained in the drive d29377 sampler.

When the in-place density is to be used as a basis for acceptance, the axtm cylinder volumes must astj as large as practical and not less than cm 3 0. The test method asfm obtaining a relatively intact soil sample by driving a thin-walled cylinder and the subsequent activities for the determination of in-place density. In addition, they are representative of the significant digits that generally should be retained. The presence of particles coarser than 4.

This test may not be applicable with very hard natural soils or heavily compacted soils that may not be easily penetrated with the drive cylinder sampler. This test method has been written using the gravitational system of units when dealing with the inch-pound system. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user’s objectives; and it is common practice to increase or reduce significant digits of reported data to be commensurate with these considerations.

It is beyond the scope of this standard to consider significant digits used in analysis methods for engineering design. Active view current version of standard.

The test method involves d29337 an intact soil sample by driving a thin-walled cylinder into the soil and conducting specific measurements and calculations for the determination of in-place density. As the voice qstm the U.