ASTM D3966 PDF

Imperative sentences indicate mandatory provisions. See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. The text of these test methods 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 test methods. These test methods also include illustrations and appendices intended only for explanatory or advisory use. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

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More D Scope 1. These methods apply to all deep foundations, referred to herein as "pile s ," that function in a manner similar to driven piles or cast in place piles, regardless of their method of installation, and may be used for testing single piles or pile groups.

The test results may not represent the long-term performance of a deep foundation. Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional requirements and procedures as needed to satisfy the objectives of a particular test program. The engineer in responsible charge of the foundation design, referred to herein as the engineer, shall approve any deviations, deletions, or additions to the requirements of these test methods.

The word "shall" indicates a mandatory provision, and the word "should" indicates a recommended or advisory provision. Imperative sentences indicate mandatory provisions.

See for comments regarding some of the factors influencing the interpretation of test results. The text of these test methods 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 test methods. These test methods also include illustrations and appendices intended only for explanatory or advisory use. 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. In this system, the pound lbf represents a unit of force weight , while the unit for mass is slugs. How one applies the results obtained using this standard is beyond its scope. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility.

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. Foundation construction. DOI:

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ASTM D3966

More D Scope 1. These methods apply to all deep foundations, referred to herein as "pile s ," that function in a manner similar to driven piles or cast in place piles, regardless of their method of installation, and may be used for testing single piles or pile groups. The test results may not represent the long-term performance of a deep foundation. Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional requirements and procedures as needed to satisfy the objectives of a particular test program. The engineer in responsible charge of the foundation design, referred to herein as the engineer, shall approve any deviations, deletions, or additions to the requirements of these test methods.

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ASTM D3966-07 PDF

These methods apply to all deep foundations, referred to herein as "pile s ," that function in a manner similar to driven piles or cast in place piles, regardless of their method of installation, and may be used for testing single piles or pile groups. The test results may not represent the long-term performance of a deep foundation. Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional requirements and procedures as needed to satisfy the objectives of a particular test program. The engineer in responsible charge of the foundation design, referred to herein as the engineer, shall approve any deviations, deletions, or additions to the requirements of these test methods.

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