ASTM-D75 2009

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D75/D75M-09 Standard Practice for Sampling Aggregates

Published By	Publication Date	Number of Pages
ASTM	2009	6

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Categories: 91.100.30 - Concrete and concrete products, ASTM

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Description

ASTM D75/D75M-09

Historical Standard: Standard Practice for Sampling Aggregates

ASTM D75/D75M

Scope

1.1 This practice covers sampling of coarse and fine aggregates for the following purposes:

1.1.1 Preliminary investigation of the potential source of supply,

1.1.2 Control of the product at the source of supply,

1.1.3 Control of the operations at the site of use, and

1.1.4 Acceptance or rejection of the materials.

Note 1—Sampling plans and acceptance and control tests vary with the type of construction in which the material is used.

1.2 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.

1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. 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.

Note 2—The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of Practice D 3666 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with Practice D 3666 alone does not completely assure reliable results. Reliable results depend on many factors; following the suggestions of Practice D 3666 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors.

Keywords

aggregates, exploration of potential sources; aggregates, number of sizes needed to estimate character; aggregates, sampling

ICS Code

ICS Number Code 91.100.30 (Concrete and concrete products)

DOI: 10.1520/D0075_D0075M-09

PDF Catalog

PDF Pages	PDF Title
1	Scope Referenced Documents Terminology
2	Significance and Use Securing Samples
3	Shipping Samples Keywords
4	X1. SAMPLING AGGREGATE FROM STOCKPILES OR TRANSPORTATION UNITS X1.1 Scope X1.2 Sampling from Stockpiles X1.3 Sampling from Transportation Units TABLE 1
5	X2. EXPLORATION OF POTENTIAL AGGREGATE SOURCES X2.1 Scope X2.2 Sampling Stone from Quarries or Ledges X2.3 Sampling Roadside or Bank Run Sand and Gravel Deposits X3. NUMBER AND SIZE OF INCREMENTS NEEDED TO ESTIMATE CHARACTER OF UNIT SAMPLED X3.1 Scope X3.2 Descriptions of Terms Specific to This Standard X3.3 Test Unit, Size, and Variability

Additional information

Standard Title	D75/D75M-09 Standard Practice for Sampling Aggregates
Published Code	ASTM
Publication Date	2009
Pages Count	6
ICS Codes	91.100.30 - Concrete and concrete products

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ASTM-D75 2009

ASTM D75/D75M-09

Historical Standard: Standard Practice for Sampling Aggregates

ASTM D75/D75M

PDF Catalog

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