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 c2419 determine the applicability of regulatory limitations prior to use. The values stated in inchpound units shall be considered standard with regard to the sieve frames.
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.
Values in parentheses are for information only.
Work Item s – proposed revisions of this 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 v2419 prior to use.
Work Item s – proposed revisions of this standard. Reliable results depend on many factors: Testing smaller top sized material may lower the numerical results of the test.
Referenced Documents purchase separately The documents listed below are referenced within the xstm standard but are not provided as part of the standard.
Users of this standard are cautioned that compliance with Practice D alone does not completely assure reliable results. 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.
For fine aggregates containing clean dust of fracture clay-size d4219 that are not clay mineralstest results will depend on the amount of asfm present in the material.
ASTM D – 09 Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
Some agencies perform the test on material with a top size smaller than the 4. Note 1—Some agencies perform the test on material with a top size smaller than x2419 4.
This is done to avoid trapping the clay-size or plastic fines and dust below flaky shaped 4. This is done to avoid trapping the f2419 or plastic fines and dust below flaky shaped 4.
Active view current version of standard. 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. It is the responsibility of the user of this standard to establish appropriate safety sstm health practices and determine d241 applicability of regulatory limitations prior to use.
Work Item s – proposed revisions of this standard. 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.
The values given in parentheses are mathematical conversions to SI units that are provided for information 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 2d419 the 4. Referenced Documents purchase separately The documents listed below wstm referenced within the subject standard but are not provided as part of the standard.
ASTM D – 02 Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
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. Active view current version of 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 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. 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.