ASTM D3282 PDF

ASTM D3282 PDF

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). 3. U.S. Department of Agriculture (USDA). 4. Burmister Soil Identification System. 5. Massachusetts Institute of Technology (MIT). Buy ASTM D PRACTICE FOR CLASSIFICATION OF SOILS AND SOIL-AGGREGATE MIXTURES FOR HIGHWAY.

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The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. It may be used when a precise engineering classification is required, especially for highway construction purposes.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Reliable results depend on many factors; Practice D provides a means of evaluation some of those factors.

This practice cannot replace education or experience and should be used in conjunction with professional judgment.

Evaluation of soils within each group is made by means of a group indexwhich is a value calculated from an empirical formula. 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 satm.

This practice is not intended to represent or replace the standard of care by which the adequacy of a d32882 professional service must be judged, nor should this practice be applied without consideration of a project’s many unique aspects. Not all aspects of this practice may be applicable in all circumstances. Active view current version of standard.

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ASTM D3282 – 15

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. Also, in a general way, the engineering behavior of a soil varies inversely with its group index. Therefore, this practice provides a useful first step in any field or laboratory investigation for geotechnical engineering purposes. Users of adtm standard are cautioned that compliance with Practice D does not in itself assure reliable results.

Not all aspects of this practice may be applicable in all circumstances.

Link to Active This link will always route to the current Active version of the 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. It is the responsibility of the user asgm this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Referenced Documents purchase separately The documents listed asstm are referenced within the subject standard but are not provided as part of the standard.

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AASHTO Soil Classification System (from AASHTO M or ASTM D | sanjay pawar –

Link to Active This link will always route to the current Active version of the standard. Evaluation of soils within each group is made by means of a group indexwhich is a value calculated from an aetm formula.

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.

Historical Version s – view previous versions of standard. It may be used when a precise engineering classification is required, especially for highway construction purposes. 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 ast.

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. This practice cannot replace education or experience and should be used in conjunction with professional judgment. 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.