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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Already Subscribed to this document. 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.

Soil testing Back to Results Print. When sampling or in-place density is required at depth, Test Method D should be used. Soil testing Lab Services: This test may not be applicable with very hard natural soils or heavily asfm soils that may not be easily penetrated with the drive cylinder sampler. The presence of particles coarser than 4.

ASTM D – 10 Standard Test Method for Density of Soil in Place by the Drive-Cylinder Method

Standards Subscriptions from ANSI provides a money-saving, multi-user solution for accessing standards. The procedures and precautions necessary for selecting locations and obtaining undisturbed samples suitable for laboratory testing or otherwise determining engineering properties is beyond the scope of this test method. When sampling or in-place density is required at depth, Test Method D should be used.

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

Density Drive Sampler for Soil Density

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.

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. The test method involves obtaining 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.

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Compaction control, density testing, drive cylinder, drive cylinder test, field density, in-place density, plug sampler, quality control, subsurface sampler, surface sampler, unit weight. Agencies which meet the criteria of Practice D asstm generally considered capable of competent and objective testing. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard.

We have no amendments or corrections for this standard. Agencies which meet the criteria of Practice D are generally considered capable of competent and objective testing. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard.

In addition, they are representative of the significant digits that generally should be retained. This standard is also available to be included in Standards Subscriptions. The presence of astk coarser than 4. Notwithstanding the statements on precision and bias contained in this astn You may delete a document from your Alert Profile at any time. This standard is not included in any packages.

Active view current version of standard. The test method involves obtaining a relatively undisturbed soil sample by driving a d297 cylinder and the subsequent activities for the determination of in-place density.

The use of this test method in soils containing an appreciable amount of particles larger than 4. The use of this test method in soils containing an appreciable amount of particles larger than 4.

This test method covers the determination of in-place density of soil by the drive-cylinder method. 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. You can download and open this file to your own computer but DRM prevents opening this file on another computer, including a networked server.

The test method involves obtaining a relatively undisturbed soil sample by driving a thin-walled cylinder and the subsequent activities for the determination of in-place density.

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The test method involves obtaining a relatively intact soil sample by driving a thin-walled cylinder and the subsequent activities for the determination of in-place density.

When the in-place density is to be used as a basis for acceptance, the drive cylinder volumes must be as large as practical and not less than cm 3 0. 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.

Notwithstanding the statements on precision and bias contained in this standard: It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single standard. 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.

Historical Version s – view previous versions of 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.

ASTM D2937

Please first verify your email before subscribing to alerts. This test method is not recommended for use in organic or friable soils. Request Quote Client Login. The general principles of this test method have been successfully used to obtain samples for purposes other than density determination, such as the testing for engineering properties.

It is asm the scope of this standard to consider significant digits used in analysis methods atm engineering design. 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.