ASTM D7263 PDFASTM D7263 PDF

Standard Test Methods for Laboratory Determination of Density (Unit Weight) of Soil Specimen. Designation: D − 09Standard Test Methods for Laboratory Determination These test methods are under the jurisdiction of ASTM Committee D18 on Soil. the selected standard is invalid. Hide. Search. Start. Standard ASTM standard · ASTM D Subjects. Soil and Rock (II): D – latest (ASTM VOL ).

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As the voice of the U. Hence, the water content of the soil should be determined at the time of sampling. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. It is common for the density unit weight of specimens after removal from sampling tubes and compaction molds to be less than the value based on tube or mold volumes, or of in situ conditions.

Specimens that are remolded by dynamic or static compaction procedures may also be measured by these methods. Intact specimens may be obtained from thin-walled sampling tubes, block samples, or clods.

Glossary of Soil Science Terms Available online: These methods apply to soils that will retain their shape during the measurement process and may also apply to other materials such as soil-cement, soil-lime, soil-bentonite or solidified soil-bentonite-cement slurries. Historical Version s – view previous versions of standard.

ASTM D7263

Need more than one copy? Users of this standard are cautioned that compliance with Practice D does not in itself assure reliable results.

Intact specimens may be obtained from thin-walled sampling tubes, block samples, or clods. Link to Active This link will always route to the current Active version of the standard. The values given in parentheses after SI units are provided for information only and are not considered standard. Standards Subscriptions from ANSI provides a money-saving, multi-user solution for accessing standards. When particle density, that is, specific gravity Test Methods D is also known, dry density can be used to calculate porosity and void ratio see Appendix X1.

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Hence, the water content of the soil should be determined at the time of sampling. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. How one applies the results ast using this standard is beyond its scope. Work Item s – proposed revisions of this standard. This standard is not included in any packages.

This is due to the specimen d7236 after removal of lateral pressures. How one applies the results obtained using this standard is beyond its scope. It is common for the density unit weight of specimens after removal from sampling tubes and compaction molds to be less than the value based on tube or mold volumes, or of in situ conditions.

When particle density, that is, specific gravity Test Methods D is also known, dry density can be used to calculate porosity and void ratio see Appendix X1. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Your Alert Profile lists the documents that will be monitored. These methods apply to soils that will retain their shape during the measurement process and may also apply to other materials such as soil-cement, soil-lime, soil-bentonite or solidified soil-bentonite-cement slurries.

The values given in parentheses after SI units are provided for information only and are not considered standard. If the document is revised or amended, you will be notified by email.

Dry density measurements are also useful for determining degree of soil compaction. Add to Alert PDF. How one applies the results obtained using this standard is beyond its scope. Specimens that are remolded by dynamic or static compaction procedures may also be measured by these methods.

We have no amendments or corrections for this standard. This standard is also available to be included in Standards Subscriptions. Already Subscribed to this document. You can download and open this file to your own computer but DRM v7263 opening this file on another computer, including a networked server. Proceed to Checkout Continue Shopping.

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Subscription pricing is determined by: Active view current version of standard. Link to Active This link will always route to the current Active version of the standard.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Intact specimens may be obtained from thin-walled sampling tubes, block samples, or clods. Dry density values are usually used in conjunction with compaction curve values Test Methods D and D Intact specimens may be obtained from thin-walled sampling tubes, block samples, or clods. Dry density aztm are usually used in conjunction with compaction curve values Test Methods D and D These methods apply to soils that will retain their shape during the measurement process and may also apply to other materials such as soil-cement, soil-lime, soil-bentonite or solidified soil-bentonite-cement slurries.

Norma ASTM D()e1

Work Item s – proposed revisions of this standard. Specimens that are remolded by dynamic or static compaction procedures may also be measured by these methods.

How one applies the results obtained using this standard is beyond its scope. Since moisture content is variable, moist soil density provides little useful information except to estimate the weight of soil per unit volume, for example, pounds per cubic yard, at the time of sampling.

It is common for the density unit weight of specimens after removal from sampling tubes and compaction molds to be less than the value based on tube or mold volumes, or of in-situ conditions.

Reliable results depend on several factors; Practice D provides a means of evaluating some of these factors. Please first log in with a verified email before subscribing to alerts. The quality of the result produced asrm this standard is dependent on the competence of the personnel performing it and the suitability of the equipment and facilities used.