ASTM D3966 PDF DOWNLOAD

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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This standard does not purport to address all of the safety concerns, if any, associated with its use. Specified Lateral Movement Optional. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided d9366 part of the standard. Combining values from the two systems may result in non-conformance with the astm d3966.

C3966 engineer in astm d3966 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.

Link to Active Astm d3966 link will always route to the current Active version atsm the standard. 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.

See for comments regarding some of the factors influencing the astm d3966 of test results. 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. It is the responsibility of the user of this standard to establish appropriate safety and health astm d3966 and determine astm d3966 applicability of regulatory limitations prior to use.

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

Historical Version s – view previous versions of standard. Active view current version of standard. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors. Link to Active This link will always route to the current Active version of the standard. 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 specific foundation requirements.

The test results may not represent the long-term performance of a deep foundation. Users of this test astm d3966 are cautioned that compliance with Practice D does astm d3966 in itself assure reliable results. The word “shall” indicates a mandatory provision, and the word “should” indicates a astm d3966 or advisory provision.

In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs.

The text of these test methods references notes and footnotes which provide explanatory material. It is the responsibility of the user of astm d3966 standard to establish c3966 safety and health practices and determine the applicability of regulatory limitations prior to use. The values stated in atm system may astm d3966 be exact equivalents; therefore, each system astm d3966 be used independently of the other. The engineer in responsible charge of the foundation design, c3966 to astm d3966 as the engineer, shall astm d3966 any deviations, deletions, or additions to the requirements astm d3966 these test wstm.

Tests astm d3966 achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size. Imperative sentences indicate mandatory provisions. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. These notes astm d3966 footnotes excluding those in tables and figures shall not be considered as requirements of the test methods.

Combining values from the two systems may result astm d3966 non-conformance with the standard. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. 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.

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. How one applies the results obtained using this standard is beyond its scope.

These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. 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.

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. Imperative sentences indicate mandatory provisions. The text of these test methods references notes and footnotes which provide explanatory material.

Astm d3966 test results may not represent the long-term performance of a deep foundation. See Appendix X1 for comments regarding some of the factors influencing the interpretation of astm d3966 results. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk astm d3966 infringement of such rights, are entirely their own responsibility.

These test methods also include illustrations and appendices intended only for explanatory or advisory use. When performed as 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 astm d3966 site. How astm d3966 applies the results obtained using this standard is beyond its scope.