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AASHTO T 224
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AASHTO T 224
AASHTO T 224 2010 Edition, 2010 STANDARD METHOD OF TEST FOR CORRECTION FOR COARSE PARTICLES IN THESOIL COMPACTION TESTMore info
Description / Abstract:
This method describes a procedure for adjusting the densities of
soil and soil aggregate mixtures to compensate for differing
percentages of coarse particles retained on either the 4.75-mm (No.
4) or 19.0-mm (¾-in.) sieve. This is necessary to adjust either the
field wet density to a dry density of the material passing these
sieves or the reverse, by adjusting the lab density to the field
density when doing compaction control testing. Comparisons are made
by comparing the field densities with the maximum dry density as
determined by T 99 or T 180.
Two methods are available for correction: either lab to field or field to lab density. The method specified in Section 4.1 adjusts the compacted lab density to the field density. The method specified in Section 4.2 adjusts the field wet density to dry density of the fine fraction and compares its results with the compacted lab density.
This test method applies to soil mixtures that have 40 percent or less retained on the 4.75-mm (No. 4) sieve, when Method A or B of T 99 or T 180 is used, or mixtures that have 30 percent or less retained on the 19.0-mm (¾-in.) sieve, when Method C or D of T 99 or T 180 is used. The material retained on these sieves shall be defined as oversize particles (coarse particles).
This method applies to soils with any percentage of oversize particles as specified in Section 1.3. However, the correction may not be of practical significance for soils with only a small percentage of oversize particles. The person or agency specifying this method shall specify a minimum percentage of oversize particles below which the method need not be applied. If a minimum percentage is not specified, this method shall be applied to samples with more than 5 percent by weight of oversize particles.
The following applies to all specified limits in this standard: For the purposes of determining conformance with these specifications, an observed value or a calculated value shall be rounded off to the nearest 10 kg/m3 (1 pcf), according to ASTM E 29.
The values stated in SI units are to be regarded as the standard.
Two methods are available for correction: either lab to field or field to lab density. The method specified in Section 4.1 adjusts the compacted lab density to the field density. The method specified in Section 4.2 adjusts the field wet density to dry density of the fine fraction and compares its results with the compacted lab density.
This test method applies to soil mixtures that have 40 percent or less retained on the 4.75-mm (No. 4) sieve, when Method A or B of T 99 or T 180 is used, or mixtures that have 30 percent or less retained on the 19.0-mm (¾-in.) sieve, when Method C or D of T 99 or T 180 is used. The material retained on these sieves shall be defined as oversize particles (coarse particles).
This method applies to soils with any percentage of oversize particles as specified in Section 1.3. However, the correction may not be of practical significance for soils with only a small percentage of oversize particles. The person or agency specifying this method shall specify a minimum percentage of oversize particles below which the method need not be applied. If a minimum percentage is not specified, this method shall be applied to samples with more than 5 percent by weight of oversize particles.
The following applies to all specified limits in this standard: For the purposes of determining conformance with these specifications, an observed value or a calculated value shall be rounded off to the nearest 10 kg/m3 (1 pcf), according to ASTM E 29.
The values stated in SI units are to be regarded as the standard.