ASTM D3282 PDF

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This standard is issued under the fixed designation D ; the 1 This standard is under the jurisdiction of ASTM Committee D18 on Soil and. (ASTM D). 2. American Association of State Highway and Transportation Officials (AASHTO). (ASTM D). 3. U.S. Department of Agriculture. D Standard Practice for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes Standard + Redline PDF Bundle.


Astm D3282 Pdf

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D - 09 Standard Practice for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes, airfields, Format, Pages, Price. PDF. ASTM D - Download as PDF File .pdf), Text File .txt) or read online. ASTM D ASTM D - Download as PDF File .pdf), Text File .txt) or read online. ASTM D

Capitol St.

ASTM(D)

Current edition approved May 1, Published May Originally approved in Last previous edition approved in as D 93 e1. These terms differ slightly from those given in Terminology D , but are used here to maintain consistency with common highway usage.

Compute the percentage of plus 3-in. NOTE 2If visual examination indicates that no boulder size material is present, omit 7. Determine the percentage of the sample finer than a No.

NOTE 3It is recommended that the method for wet preparation be used for soils containing organic matter or irreversible mineral colloids. Testing Procedure 8. Significance and Use 4. Also, in a general way, the engineering behavior of a soil varies inversely with its group index. Therefore, this practice provides a useful first step in any field or laboratory investigation for geotechnical engineering purposes.

Classification Procedure 9. Use Fig.

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NOTE 5All limiting values are shown as whole numbers. If fractional numbers appear on test reports, convert to the nearest whole numbers for the purpose of classification.

The first group from the left into which the test data will fit is the correct classification. Sampling 6. This practice is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this practice be applied without consideration of a projects many unique aspects.

The word Standard in the title of this document means only that the document has been approved through the ASTM consensus process.

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Terminology 3. Capitol St.

ASTM D - 15

Current edition approved May 1, Published May Originally approved in Last previous edition approved in as D 93 e1. These terms differ slightly from those given in Terminology D , but are used here to maintain consistency with common highway usage. Compute the percentage of plus 3-in.

NOTE 2If visual examination indicates that no boulder size material is present, omit 7. Determine the percentage of the sample finer than a No. NOTE 3It is recommended that the method for wet preparation be used for soils containing organic matter or irreversible mineral colloids. Testing Procedure 8. Significance and Use 4.

Also, in a general way, the engineering behavior of a soil varies inversely with its group index. Therefore, this practice provides a useful first step in any field or laboratory investigation for geotechnical engineering purposes.

Other books: ASTM A EBOOK

Classification Procedure 9. Use Fig.

NOTE 5All limiting values are shown as whole numbers.Note 1—The group classification, including the group index, should be useful in determining the relative quality of the soil material for use in earthwork structures, particularly embankments, subgrades, subbases, and bases.

However, for the detailed design of important structures, additional data concerning strength or performance characteristics of the soil under field conditions will usually be required. However, for the detailed design of important structures, additional data concerning strength or performance characteristics of the soil under field conditions will usually be required.

AASHTO Classification of Soil.pdf - AASHTO Classification

Also, in a general way, the engineering behavior of a soil varies inversely with its group index. NOTE 6Classification of materials in the various groups applies only to the fraction passing the 3-in. Testing Procedure 8.

NOTE 5All limiting values are shown as whole numbers. This practice is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this practice be applied without consideration of a project's many unique aspects.