ASTM D3966-07 PDF

Zululrajas Active view current version of standard. 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. Link to Active This link will always route to the current Active version of the standard. 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. Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size.

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Nashicage Test results may also provide information used to assess the distribution of lateral resistance along the pile shaft and the long-term load-deflection behavior. See for comments regarding some of the factors influencing the interpretation of test results.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing s piling length, quantity, or size.

The text of these test methods references notes and footnotes which provide explanatory material. How one applies the results obtained using this standard is beyond its scope. This standard does not purport to address all of the safety concerns, if d, associated with its use. Reliable results depend on many factors; Practice D provides a means of awtm some of those factors. Historical Version s — view previous versions of standard.

Imperative sentences indicate mandatory provisions. When performed d part of a multiple-pile test program, the designer may also use the results to assess the viability of different piling types and the variability of the test site. Active view d version of standard. 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.

Specified Lateral Movement Optional. A foundation designer may evaluate the test results to determine if, after applying an appropriate factor of safety, the pile or pile group has an ultimate lateral capacity and a deflection at service load qstm to satisfy specific foundation requirements. The text of these test aetm references notes and footnotes which provide explanatory material. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

Users of this standard are expressly advised that determination of the validity of d such patent rights, and the risk of infringement of such rights, are entirely their own responsibility. Link to Active This link will always route to sstm current Active version of the standard.

In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs.

These test methods also include illustrations and appendices intended only for explanatory or advisory use.

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.

The test results may not represent the long-term performance of a deep foundation. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability asm regulatory limitations prior to use. The test results may not represent the d performance of a deep foundation. Note 1 — The quality of the result produced by this test method is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used.

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ASTM D3966-07 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. Combining values from the two systems may result in non-conformance with the standard.

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Nashicage Test results may also provide information used to assess the distribution of lateral resistance along the pile shaft and the long-term load-deflection behavior. See for comments regarding some of the factors influencing the interpretation of test results. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing s piling length, quantity, or size. The text of these test methods references notes and footnotes which provide explanatory material. How one applies the results obtained using this standard is beyond its scope.

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