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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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Link to Active This link will always route to the current Active version of the standard.

Active Risk Management

Note 1—Some agencies perform the test on material with a top size smaller than the 4. 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 sstm pass the 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.

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

Link to Active This link will always route to the current Active version of the standard. 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. Values in parentheses are for information only.

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Work Item s – proposed revisions of this standard.

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

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. Link to Active This link will always route to the current Active version of the standard. Work Item s – proposed revisions of this standard.

ASTM D, Test equipment Controls

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. This is done to avoid trapping the clay-size or plastic fines and dust below flaky shaped 4. Active view current version of standard. The values given in parentheses adtm mathematical conversions to SI units that are provided for information only and are not considered standard.

D419 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. Note 1—Some agencies perform the test on material with a top size smaller than the 4.

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The values stated in inchpound asm 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. Active view current version of standard. Reliable aztm depend on many factors: 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.

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.

Some agencies perform the test on material with a top size smaller than the 4. Testing smaller d419 sized material may lower the numerical results of the test. 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. The values stated in inchpound units shall be considered zstm with regard to the sieve frames.

The quality of the results produced by this standard are dependant upon the competence of the personnel performing the d24119 and the capability, calibration, and the maintenance of the equipment used.

Work Item s – proposed revisions of this standard.