ITEM TZ – LATERAL LOAD TEST – ASTM D Page 1 of 5. December 12, DESCRIPTION. This work shall consist of furnishing all materials. Designation: D – 07Standard Test Methods for Deep Foundations Under Lateral Load1 Th. This test method covers procedures for testing vertical and batter piles either individually or in groups to determine the load-defection relationship when.

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Plans, astm d3966, 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. It is the responsibility of the user of this standard to astm d3966 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.

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

Combining values from the two systems may result in non-conformance with the standard. The text of these test methods references notes and footnotes which provide explanatory material. The astm d3966 results may not represent the long-term performance of a deep foundation. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

When performed as part of a multiple-pile test program, the designer may also use the results to assess the viability astm d3966 different piling types and the variability of astm d3966 test site. Imperative sentences indicate astm d3966 provisions.

ASTM-D | Standard Test Methods for Deep Foundations Under Lateral Load | Document Center, Inc.

Users of this test method astm d3966 cautioned that compliance with Practice Astm d3966 does not in itself assure reliable results. In this system, the pound lbf represents a unit of force weight asym, while the unit for mass is slugs. These methods apply to all deep foundations, referred to herein as “pile s ,” that function in a manner similar to driven piles or cast astm d3966 place piles, regardless of their method of installation, and may be used for astn single piles or pile groups.

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

See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. A foundation designer may evaluate astm d3966 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 satisfactory to satisfy asrm foundation requirements.

Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional requirements and procedures as needed to astm d3966 the objectives of a particular astm d3966 program.

These test methods also include illustrations and appendices intended only for explanatory or advisory use. Active view current version of standard. See for comments regarding some of the factors influencing the interpretation of test results.

Specified Lateral Movement Optional. 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 astm d3966 methods. The values stated in each astm d3966 may not be exact equivalents; therefore, each astm d3966 shall be used independently of the other.

Users of this standard are expressly advised that determination of the validity of any such patent c3966, and the risk of infringement of such rights, are entirely their own responsibility. These test methods also astm d3966 illustrations and appendices intended only for explanatory or advisory use.

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

Test results may also provide information used to assess the distribution of lateral resistance along the astm d3966 shaft and the long-term load-deflection behavior. 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. How one applies the results obtained using this standard is beyond its scope. In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs.

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Historical Version s – view previous versions of standard. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods.

Note 1 — The quality astm d3966 the result produced by this test method is dependent on astm d3966 competence of the personnel performing it, and the suitability astm d3966 the equipment and facilities used. Link to Active This link will always route to the current Active version of the standard.

ASTM D / DM – 07()e1 Standard Test Methods for Deep Foundations Under Lateral Load

Users of this standard are expressly advised that determination of the validity of any such awtm rights, and the risk of infringement of such rights, are entirely their own responsibility. The text of these test methods references notes and footnotes which provide explanatory material. These notes and footnotes wstm those in tables and figures shall not be considered as requirements of the test methods. Reliable results depend on many factors; Practice Astm d3966 provides a means of evaluating some of those factors.

Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size. Referenced Documents purchase separately The documents listed below are referenced within astm d3966 subject standard but are not provided as part of the standard.

The test results may not represent the c3966 performance of a deep foundation. The values stated in each c3966 may not be exact equivalents; therefore, each system astm d3966 be used independently of the other. How one applies the results obtained astm d3966 this standard is beyond its scope.