ASTM D3282 PDF

1 May This standard is issued under the fixed designation D ; the 1 This standard is under the jurisdiction of ASTM Committee D18 on Soil and. ASTM D – Download as PDF File .pdf), Text File .txt) or read online. ASTM D This standard is issued under the fixed designation D ; the number immediately following the designation indicates the year of original adoption or, in the.

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However, for the detailed design of important structures, d382 data concerning strength or performance characteristics of the soil under field conditions will usually be required. Active view current version of standard. 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.

ASTM D3282 – 15

Historical Version s – view previous versions of standard. Link to Active This link will always route to the current Active version of the standard. Not all aspects of this practice may be applicable in all circumstances. Evaluation of soils within each group is made by means of a group indexwhich is a value calculated from an empirical aetm.

It may be used when a precise engineering classification is required, especially for highway construction purposes.

Reliable results depend on many atm Practice D provides a means of evaluation some of those factors. Therefore, this practice provides a useful first step in any field or laboratory investigation for geotechnical engineering purposes. This practice cannot replace education or experience asmt should be used in conjunction with professional judgment.

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The quality of the result produced by this standard is dependent upon the competence of the personnel performing it, and the suitability of the equipment and facilities used.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. X3282 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 values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. Evaluation of soils within each group is made by means of a group indexwhich is a value calculated from an empirical formula.

ASTM D Standard

This practice is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this practice be applied without consideration of a project’s many unique aspects.

However, for the detailed design of important structures, additional data concerning strength or performance characteristics of the soil under field conditions will usually be required.

Not all aspects of this practice may be applicable in all circumstances. Users of this standard are cautioned that compliance with Practice D does not in itself assure reliable results. This practice is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this practice be applied without consideration of a project’s many unique aspects.

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This practice cannot replace education or experience and should be used in conjunction with professional judgment. It may be used when a precise engineering classification is required, especially for highway construction purposes. Link to Active This link will always route to the current Active version of the standard. Note 1—The group classification, including the group index, should be useful in determining the relative quality of the soil material for use in earthwork structures, particularly embankments, subgrades, subbases, and bases.

ASTM D3282

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Also, in a general way, the engineering behavior of a soil varies inversely with its group index.

The group classification, zstm the group index, should be useful in determining the relative quality of the soil material for use in earthwork structures, particularly embankments, subgrades, subbases, and bases.