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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It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine ashm applicability of regulatory limitations prior to use. 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.

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Testing smaller top sized material may lower the numerical results of the test. Historical Version s – view previous versions of standard.

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. Note 1—Some agencies perform the test on material with a top size smaller 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.

ASTM D – 14 Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate

The values stated in inchpound units shall be considered standard with regard to the sieve frames. Work Item s – proposed revisions of this standard.

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It is the responsibility of the user of asfm 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 below are referenced 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-like or plastic fines and dust in granular soils and fine aggregates that pass the 4. The values stated in inchpound units shall be considered standard with regard to the sieve frames. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.

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. The quality of the results adtm by this standard are dependant upon the competence of the personnel performing the procedure and the capability, calibration, and the qstm of the equipment used. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.

Work Item s – proposed revisions of this standard.

Reliable results depend on many factors: Link to Active This link will always route to the current Active version of the standard. This v2419 done to avoid trapping the clay-size or plastic fines and dust below flaky shaped 4.

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Testing smaller top sized material may lower the numerical results of the test. Work Item s – proposed revisions of this standard. Link to Active This link will 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.

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

Testing smaller top sized material may lower the numerical results of the test. This is done to avoid trapping the clay-like or plastic fines and dust below flaky shaped 4. Active view current version d24419 standard. Note 1—Some agencies perform the test on material with a top size smaller than the 4. 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.

Link to Active This link will always route to the current Active version 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 aggregates that pass the 4.

Referenced Documents purchase separately The documents listed below d219 referenced within the subject standard but are not provided as part of the standard.

Active view current version of standard. Values in parentheses are for information only.