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Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
Automatische name übersetzung:
Standard Test Method for Sand im Gegenwert von Böden und feines Aggregat
NORM herausgegeben am 1.6.2009
Bezeichnung normen: ASTM D2419-09
Anmerkung: UNGÜLTIG
Ausgabedatum normen: 1.6.2009
SKU: NS-20310
Zahl der Seiten: 9
Gewicht ca.: 27 g (0.06 Pfund)
Land: Amerikanische technische Norm
Kategorie: Technische Normen ASTM
Keywords:
Clay-like fines, Field testing--pavement surfaces, Field testing--soil, Fine aggregate, Granular soil, Plastic fines/dusts, Sand equivalent value, Soil (paving applications), ICS Number Code 93.020 (Earth works. Excavations. Foundation construction. Underground works)
| Significance and Use | ||||||||||||||
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This test method assigns an empirical value to the relative amount, fineness, and character of claylike material present in the test specimen. A minimum sand equivalent value may be specified to limit the permissible quantity of claylike fines in an aggregate. This test method provides a rapid field method for determining changes in the quality of aggregates during production or placement. Note 2—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. Agencies that meet the criteria of Practice D 3666 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with Practice D 3666 alone does not completely assure reliable results. Reliable results depend on many factors: following the suggestions of Practice D 3666 or similar acceptable guideline provides a means of evaluating and controlling some of those factors. |
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| 1. Scope | ||||||||||||||
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1.1 This test method is intended to serve as a rapid field-correlation 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 4.75-mm (No. 4) sieve. 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. Note 1—Some agencies perform the test on material with a top size smaller than the 4.75-mm (No. 4) sieve. This is done to avoid trapping the clay-like or plastic fines and dust below flaky shaped 4.75 to 2.36 mm (No. 4 to 8) sized particles. Testing smaller top sized material may lower the numerical results of the test. 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.2.1 Regarding sieves, per Specification E 11 Section 1.2, “the values stated in SI units shall be considered standard for the dimensions of the wire cloth openings and the diameter of the wires used in the wire cloth. The values stated in inchpound units shall be considered standard with regard to the sieve frames.” When sieve mesh sizes are referenced, the alternate inch-pound designations are provided for information purposes and enclosed in parentheses. 1.3 This standard does not purport to address all of the safety concerns, if any, associated with its 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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| 2. Referenced Documents | ||||||||||||||
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