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ASTM D5882 PDF

This standard is issued under the fixed designation D ; the number 1 This test method is under the jurisdiction of ASTM Committee D18 on Soil and. ASTM D compliance statement of PET – Pile echo tester. Standard Test Method for Low-Strain Impact Integrity. Testing of Deep Foundations (ASTM D ), and. Standard Test Method for High-Strain Dynamic.

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Atsm Version s – view previous versions of standard Translated Version s: 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.

This standard does not purport to address all of the safety concerns, if any, associated with its use. No other units of measurement are included in this standard. It is the zstm of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Note 1 he 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. Historical Version s – view previous versions of standard. Users of this test method are cautioned that compliance with Practice D does not in v5882 assure reliable results.

The data are evaluated usually in the frequency domain.

ASTM D 5882-16 Compliance Statement

How one applies the results obtained using this standard is beyond its scope. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.

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Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

The method works best on solid concrete sections, and has limited application to unfilled steel pipe piles, H piles, or steel sheet piles.

This test method is applicable to long structural elements that function in a manner similar to any x5882 foundation units such as driven piles, augeured piles, or drilled shaftsregardless dd5882 their method of installation provided that they are receptive to low strain impact testing. This test method will not provide information regarding the pile bearing capacity. This test e5882 is applicable to long structural elements that function in a manner similar to any deep foundation units such as driven piles, augeured piles, or drilled shaftsregardless of their method of installation provided that they are receptive to low strain impact testing.

No other units of measurement are included in this standard. How one applies the results obtained using this standard is beyond its scope.

Users of this test method are cautioned that compliance with Practice D does e5882 in itself assure reliable results. The time domain record is then evaluated for pile integrity. This standard may involve hazardous materials, operations, and equipment. Other useful information to consider and compare with results of this test includes low strain integrity test results of similar piles at the same site, concrete cylinder or core strength test results, automated monitoring data on equipment placing the concrete when augered piles are used, or information obtained from crosshole sonic logging Test Method D or thermal integrity profiling Test Methods D if available.

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ASTM D Requirements for Pile Integrity Test

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 standard. Active view current version of standard. Link to Active This link will always e5882 to the current Active version of the standard. Reliable results depend on many factors; Practice D provides a means of evaluating some of those factors.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the standard.

This standard does not purport to address all of the safety concerns, if any, associated with its use. These data assist evaluation of the pile cross-sectional area and length, the pile integrity and continuity, as well as consistency of the pile material, although evaluation is approximate. It is generally helpful to consider the soil profile, construction method and site records when evaluating data obtained by this method.