ASTM D2419 PDF

Buy ASTM D Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate from SAI Global. This standard is issued under the fixed designation D; the number 1 This test method is under the jurisdiction of ASTM Committee D04 on Road. ASTM D – AASHTO T Sand Equivalent Test. Significance. • Clay-like materials have a direct effect on the performance of Hot Mix Asphalt and the.

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Referenced Documents purchase separately The documents listed below are xstm within the subject standard but are not provided as part of the standard. The purpose of this test method is to indicate, under standard conditions, the relative proportions of clay-size or plastic fines and dust in granular soils and fine qstm that pass the 4. The values stated in inchpound units shall be considered standard with regard to the sieve frames.

This is done to avoid trapping the clay-like or plastic fines and dust below flaky shaped 4.

Some agencies perform the test on material with a top size smaller than the 4. Reliable results depend on many factors: Active view current version of standard.

Link to Active This link d419 always route to the current Active version of the standard. Users of this standard are cautioned that compliance with Practice D alone does not completely assure reliable results.

The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.

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The purpose of this test method is to indicate, under standard conditions, the relative proportions of clay-like or plastic fines and dust in granular soils and fine aggregates that pass the 4.

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Testing smaller top sized material may lower the numerical results of xstm test. The quality of the results produced by this standard are dependant upon the competence of the personnel performing the procedure and the capability, calibration, and the maintenance of the equipment used.

Testing smaller top sized material may lower the numerical results of the test. It is the responsibility of the user aztm this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

ASTM D – 09 Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate

This is done to avoid trapping the clay-size or plastic fines and dust below flaky shaped 4. 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.

For fine aggregates containing clean dust of fracture clay-size particles that are not clay mineralstest results will depend on the amount of fines present in the material.

This is done to avoid trapping the clay-like or plastic fines and dust below flaky shaped 4.

Sand Equivalent Apparatus ASTM D2419

The values stated in inchpound units shall be considered standard with regard to the sieve frames. The purpose of this test method is to indicate, under standard conditions, the relative proportions of clay-like or plastic fines and dust in granular soils and fine aggregates that pass the 4.

Work Item s – qstm revisions of this standard. Historical Version s – view previous versions of standard. Note 1—Some agencies perform the test on material with a top size smaller than the 4. Link to Active This link will always route to the current Active version of the standard.

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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. Testing smaller top sized material may lower the numerical results of the test. 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.

Work Item s – proposed revisions of this standard. Values in parentheses are for information only. Referenced Documents purchase separately The documents listed below are referenced within the subject asttm but are qstm provided as part 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.

Link to Active This link will always route to the current Active version of the standard. Note 1—Some agencies perform the test on material with a top size aetm than the 4.

The term “sand equivalent” expresses the concept that most granular soils and fine aggregates are mixtures of desirable coarse particles, sand, and generally undesirable clay or plastic fines and dust.

Work Item s – proposed revisions of this standard. Active view current version of standard.

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