ASTM D560 PDF

Historical Version s - view previous versions of standard. More D Users of this standard are cautioned that compliance with Practice D does not in itself ensure reliable results. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. The specimens are compacted in a mold, before cement hydration, to maximum density at optimum water content using the compaction procedure described in Test Methods D

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The specimens are compacted in a mold, before cement hydration, to maximum density at optimum water content using the compaction procedure described in Test Methods D Test Method A , using soil material passing a 4. Test Method B , using soil material passing a [0. In addition, they are representative of the significant digits that generally should be retained.

The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user's objectives; and it is common practice to increase or reduce significant digits of reported data to be commensurate with these considerations.

It is beyond the scope of these test methods to consider significant digits used in analysis methods for engineering data. The values stated in each system shall be used independently of the other.

Combining values from the two systems may result in non-conformance with the standard. Sieve size is identified by its standard designation in Specification E The alternative designation given in parentheses is for information only and does not represent a different standard sieve size. In this system, the pound lbf represents a unit of force weight , while the unit for mass is slugs.

This implicitly combines two separate systems of unit; that is, the absolute system and the gravitational system. It is scientifically undesirable to combine the use of two separate sets of inch-pound units within a single 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.

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The specimens are compacted in a mold, before cement hydration, to maximum density at optimum water content using the compaction procedure described in Test Methods D Test Method A , using soil material passing a 4. Test Method B , using soil material passing a [0. In addition, they are representative of the significant digits that generally should be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user's objectives; and it is common practice to increase or reduce significant digits of reported data to be commensurate with these considerations. It is beyond the scope of these test methods to consider significant digits used in analysis methods for engineering data. The values stated in each system shall be used independently of the other.

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Active view current version of standard. Other Historical Standards. More D The specimens are compacted in a mold, before cement hydration, to maximum density at optimum water content using the compaction procedure described in Test Methods D The values given in parentheses are mathematical conversions to SI units, and are provided for information only and are not considered standard.

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Standard Test Methods for Freezing and Thawing Compacted Soil-Cement Mixtures (Withdrawn 2012)

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