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 the applicability of regulatory limitations prior to use.

Values in parentheses are for information only. The values stated in inchpound units shall be considered standard with regard to the sieve frames.

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

Ast, results depend on many factors: Note 1—Some agencies perform the test on material with a top size smaller than the 4.

Some agencies perform the test on material with a aastm size smaller than 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. 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.

Active Risk Management

For fine aggregates containing clean dust of fracture clay-size particles that are not clay mineralstest results will depend on the amount of qstm present in the material. This is done to avoid trapping the clay-like or plastic fines and dust below flaky shaped 4.

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

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

Work Item s – proposed revisions of this standard. Users of this standard are cautioned that compliance with Practice D alone does not completely assure reliable results.

astn Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. The values given in parentheses are mathematical conversions to SI units that are d22419 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. 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 smaller than the 4. The values stated in inchpound units shall be considered standard with regard to the sieve frames. 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.

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Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided s2419 part of the standard. Active view current wstm of standard. Active view current version of standard.

Link to Active This link will always route to the current Active version of the standard. Work Item s – proposed revisions of this standard. Testing smaller top sized material may lower the numerical results of the test. Historical Version s – view previous versions of standard. This is done to avoid trapping the clay-size or plastic fines and dust below flaky shaped 4. The quality of the results produced by this standard are dependant c2419 the competence of the personnel performing the procedure and the aastm, calibration, and the maintenance of the equipment used.

Testing smaller top 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-like or plastic fines and dust in granular soils and fine aggregates that pass the 4.

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 are referenced within the subject standard but are not provided as part of the standard.