ASTM D5778 PDF

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3 Feb This standard is issued under the fixed designation D; the 1 This test method is under the jurisdiction of ASTM Committee D18 on Soil. ASTM D Standard Test Method for Electronic. Friction Cone and Piezocone Penetration Testing of. Soils. Recently updated standard describing. 1 Jan ASTM D Standard Test Method for Electronic Friction Cone and Piezocone Penetration Testing of Soils. standard by ASTM.

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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. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Reliable results depend on many factors and Practice D provides a means of evaluating some of those factors.

However, many of the procedural requirements herein could apply to those penetrometers. Users of this standard are cautioned that compliance with Practice D does not in itself assure reliable results.

Tests performed using this test e5778 provide a detailed record of cone resistance which is useful for evaluation of site stratigraphy, homogeneity and depth to firm layers, voids or cavities, and other discontinuities.

Note 3—The quality of the results produced by this standard is dependent on the competence of the personal performing the test, and the suitability of the equipment and facilities used. The values stated in each system are not equivalents; therefore, each system must be used independently of the other.

ASTM D5778 – 12

The various data reported should be displayed in mutually compatible units as agreed to by the client or user.

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Other commonly used units such as the inch-pound system are shown in brackets. Pore pressure dissipation, after a push, can also be monitored for correlation to soil compressibility and permeability. 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. Porewater pressure dissipation, after a push, can also be monitored for correlation to time rate of consolidation and permeability. Cone tip projected area is commonly referred to in square centimetres for convenience. Within Section 13 on Calculations, SI metric units are considered the standard. Within Section 13 on Calculations, SI units are considered the standard.

Field tests using mechanical-type penetrometers are covered elsewhere by Test Method D This method tests the soil in-situ and soil samples are not obtained.

Cone tip projected area is commonly referred to in centimetres for convenience. Within Section 13 on Calculations, SI units are considered the standard. Note 1—This test method does not include hydraulic or pneumatic penetrometers. This test method provides data used for estimating engineering properties of soil intended to help with the design and construction of earthworks, the foundations for structures, and the behavior of soils under static and dynamic loads.

Cone tip projected area is commonly referred to in square centimetres for convenience. The use of an inclinometer is asm recommended since it will provide information on potentially damaging situations during astmm sounding process.

Link to Active This link will always route to the current Active version of the standard. Historical D57788 s – view previous versions of axtm. However, many of the procedural requirements herein could apply to those penetrometers. Field tests using mechanical-type penetrometers are covered elsewhere by Test Method D However, many of the procedural requirements herein could apply to those penetrometers. Porewater pressure dissipation, after a push, can also be monitored for correlation to time rate of consolidation and permeability.

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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. When properly performed at suitable sites, the test provides a rapid means for determining subsurface conditions.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Engineers may obtain soil samples from parallel borings for correlation purposes but prior information or experience may preclude the need for borings. Other commonly used units such as the inch-pound system are shown in brackets. The various data reported should be displayed in mutually compatible units as agreed to by the client or user.

Other commonly used units such as the inch-pound system are shown in brackets. 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.

The interpretation of the results from this test method provides estimates of the types of soil penetrated. The various data reported should be displayed in mutually compatible units as agreed to by the client or user. Note This test method does not include hydraulic or pneumatic penetrometers.

Link to Active This link will always route to the current Active version of the standard.

Active view current version of standard.