ASTM D6913 DOWNLOAD

GeoTesting Express is a provider of Soil Testing Services – ASTM D, Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve. D – Download as PDF File .pdf), Text File .txt) or read online. 1 This test method is under the jurisdiction of ASTM Committee D18 on Soil and Rock. Particle-Size Distribution (Gradation) of Soil Using Sieve Analysis.

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ASTM D6913

Dry Sieving 2 nd Coarser Portion. Composite Sieving, Double Separation.

Soaking with a Dispersant. The quality of the result produced by these test methods is dependent on the competence of the personnel astm d6913 it, and the suitability of the equipment and facilities used.

Furthermore, if astm d6913 maximum particle size is greater than 4. For Individuals with needing special astm d6913 for disabilities or limited English proficiency Please contact our Title VI specialist at Discussion on Segregating Soils. The procedure may be specified by the requesting authority; otherwise the guidance given in Section 10 shall be followed. The procedure may be specified by the requesting authority; astm d6913 zstm guidance given in Section 10 shall be followed.

Specimen Procurement and Processing Requirements.

astm d6913 Prior to sieving, as applicable, the material will be washed to remove fine particles and oven dried. This test method is used to separate particles into size ranges and to astm d6913 quantitatively the mass of particles in each range.

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Astm D6913 Free Download

It is assumed astm d6913 the sample is obtained using appropriate methods and is representative. Hand Sieve Shaking Procedure. This test method uses d69133 square opening sieve criterion in determining the gradation of soil between the 3-in.

Dry Sieving Coarser Astm d6913. These data are combined to determine the particle-size distribution gradation. The alterations could require the washing and sieving procedures to astm d6913 standardized such that each specimen would be processed in a similar manner.

Hydraulic conductivity, compressibility, and shear strength are related to the gradation of the soil.

ASTM D Standard

Percent Passing, Acceptance Criterion. This test method is used to separate particles into size ranges and to determine quantitatively the mass of particles in each range. The alterations could require the washing and sieving procedures to be standardized astm d6913 that each specimen would be processed in a similar manner. Finally, asmt the maximum particle size is equal to or greater than This method must be used when performing composite sieving.

For example, highway embankments, backfills, and earthen dams may have gradation requirements. Such extraneous matter can astm d6913 the washing and sieving procedures.

Reliable astm d6913 depend on many factors; Practice D provides a means of astm d6913 some of those factors. Such extraneous matter can affect the washing and sieving procedures. This method is only applicable for single sieve-set sieving and when the maximum particle size is equal to or less than the No.

Referenced Documents purchase separately The documents listed below are referenced within asgm subject standard but are not provided as part of the standard. This method must be used when performing composite sieving. This test method uses a square opening sieve criterion in determining the gradation astm d6913 soil between the 3-in. Depending on the design considerations, a specialized gradation-testing program could be performed.

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Furthermore, if the maximum particle size is astm d6913 than 4. The procedure may be aastm by the requesting authority; otherwise the guidance given in Section shall be followed. The astm d6913 selected will depend on the type of sample, the maximum astm d6913 in the sample, the range of particle sizes, the initial conditions of the material, the plasticity of the material, the efficiency, and the need for other testing on the sample.

The methods differ in the astm d6913 digits recorded and the size of the specimen mass required.

Air-Dried Procedure, Composite Sieving. The procedures used do not consider material variation, purpose d69913 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 the responsibility of the user of astm d6913 standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. This astm d6913 is only applicable for single astm d6913 sieving and when the maximum astm d6913 size is aastm to or less than the No. The procedure selected will depend on the type of sample, the maximum particle-size in the sample, the range of particle sizes, the initial conditions of the material, the plasticity of the material, the efficiency, and the need for other testing on the sample.

It is beyond asmt scope astmm these test methods to consider significant digits used in analysis methods for engineering design. Moist Procedure, Composite Sieving. This test method uses a square opening sieve criterion in determining the gradation of soil between the 3-in. The methods differ in the significant digits recorded and the size of the specimen mass required.