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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Work Item s – adtm revisions of this standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.

Users of this standard are cautioned that compliance with Practice D alone does not completely assure reliable results. Values in parentheses are for information only. It is the responsibility of the user of this standard to establish appropriate safety d241 health practices and determine the applicability of regulatory limitations prior to use. Active view current version of standard.

Sand Equivalent Apparatus ASTM D2419

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

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Historical Version s – view previous versions of standard. For fine aggregates containing clean dust of fracture clay-size particles that are not clay mineralstest results will depend on the amount of astj present in the material.

astn 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 of the standard.

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.

Link to Active This link will always route to the current Active version of the standard. The values stated in inchpound units shall be considered standard with regard to the sieve frames.

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

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

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.

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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Link to Active This link will always route to the current Active version of the standard. This is done to avoid trapping the clay-like or plastic fines and dust below flaky shaped 4.

Work Item s – proposed revisions of this 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.

Link to Active This link will always route to the current Active version of the standard. The values stated in inchpound units shall be considered standard with regard to the sieve frames. 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

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

The purpose of this test method is to indicate, under standard conditions, the relative proportions of clay-size or plastic fines and dust in xstm soils and fine aggregates that pass the 4. Some agencies perform the test on material with a top size smaller than the 4. Active view current version of standard.