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AASHTO T 224-10 Standard Method of Test for Correction for Coarse Particles in the Soil Compaction Test

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Abbreviation
AASHTO T 224-10
Valid from
1/01/2010
Information provider
Intertek Inform,
Author
American Association of State Highway and Transportation Officials
Information type
Other Standard,
Format
PDF, HARD COPY,
Cited By
This resource is cited by 1 document (show Citations)
Description

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.

For assistance with locating previous versions, please contact the information provider.
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For assistance with locating previous versions, please contact the information provider.
This resource is cited by:

AASHTO T 224-10 Standard Method of Test for Correction for Coarse Particles in the Soil Compaction Test

This document is CITED BY:

AASHTO T 224-10 Standard Method of Test for Correction for Coarse Particles in the Soil Compaction Test

Description

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.

View on Information Provider website
AASHTO T 224-10 Standard Method of Test for Correction for Coarse Particles in the Soil Compaction Test
Description

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.

View on Information Provider website
This resource does not cite any other resources.

AASHTO T 224-10 Standard Method of Test for Correction for Coarse Particles in the Soil Compaction Test

This resource does not CITE any other resources.
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