ASTM D5778 PDF

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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Historical Version s – view previous versions of standard. Pore pressure dissipation, after a push, can also be monitored for correlation to soil compressibility and permeability. This method tests the soil in-situ and soil samples are not obtained.

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. Link to Active This link s5778 always route to the current Active version of the standard.

ASTM D5778 – 12

The use of a friction sleeve and porewater pressure element can provide an estimate of soil classification, and correlations with engineering properties of soils.

The use of an inclinometer is highly recommended since it will provide information on potentially damaging situations during the sounding process. Other commonly used units such as the inch-pound system are shown in brackets. Cone tip projected area is commonly referred to in d57788 for convenience. Active view current version of standard. Other commonly used units such as the inch-pound system are shown in brackets.

Note 1—This test method does not include hydraulic or pneumatic penetrometers. The values stated in each system are not equivalents; therefore, each system must be used independently of the other.

Active view current version of standard. 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 xstm soils under static and dynamic loads. The use of an inclinometer is highly recommended since it will ast information on potentially damaging situations during the sounding process.

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

Porewater pressure dissipation, after a push, can also be monitored for correlation to time rate of consolidation and permeability. 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. Engineers may obtain soil samples from parallel borings for correlation purposes but prior information or experience may preclude the need for borings.

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.

It is the responsibility of the user of this standard to establish appropriate safety and health practices satm determine the applicability of regulatory limitations prior to use. Cone tip projected area is commonly referred to in square centimetres for convenience. Link to Active This link will always route to the current Active version of the standard. 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. Reliable results depend on many factors and Practice D provides a means of evaluating some of those factors. Field tests using mechanical-type penetrometers are covered elsewhere by Test Method D It is the responsibility of the user of this standard to establish appropriate safety and health practices and ashm the applicability of regulatory limitations prior to use.

When properly performed at suitable sites, the test provides a rapid means for determining subsurface conditions. Note This test method does not include hydraulic or pneumatic penetrometers. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

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

Within Section 13 on Calculations, SI units are considered the standard. The use of an inclinometer is highly recommended since it will provide information on potentially damaging situations during the sounding process. Link to Active This link will always route d578 the current Active version of the standard. Porewater pressure dissipation, after a push, can also be monitored for correlation to time rate of asttm and permeability.

However, many of the procedural requirements herein could apply to those penetrometers. Within Section 13 on Calculations, SI units are considered the standard.

The various data reported should be displayed in mutually compatible units as agreed to by the client or user. 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. Within Section 13 on Calculations, SI metric units are considered the standard. The values stated in each system are not equivalents; therefore, each system must be used independently of the other.

However, many of the procedural requirements herein could apply to those penetrometers. Tests performed using this test method 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.

Cone tip projected area is commonly referred to in square centimetres for convenience. Users of this standard are cautioned that compliance with Practice D does not in itself assure reliable results. Note 1—This test method does not include hydraulic or pneumatic penetrometers. The values stated in each system are not equivalents; therefore, each system shall be used independently of the other.