ASTM D 7830/D7830M : 2014 : R2021 : EDT 1
Current
The latest, up-to-date edition.
Standard Test Method for In-Place Density (Unit Weight) and Water Content of Soil Using an Electromagnetic Soil Density Gauge
Hardcopy , PDF
English
23-07-2021
Important note : Users cannot be edited or removed once added to your Multi user PDF.| Committee |
D 18
|
| DocumentType |
Test Method
|
| Pages |
17
|
| PublisherName |
American Society for Testing and Materials
|
| Status |
Current
|
| Supersedes |
1.1This test method covers the procedures for determining in-place properties of non-frozen, unbound soil and soil aggregate mixtures such as total density, gravimetric water content and relative compaction by measuring the intrinsic impedance of the compacted soil.
1.1.1The method and device described in this test method are intended for in-process quality control of earthwork projects. Site or material characterization is not an intended result.
1.2Units—The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.
1.2.1The gravitational system of inch-pound units is used when dealing with inch-pound units. In this system, the pound (lbf) represents a unit of force (weight) while the unit for mass is slugs. The rationalized slug unit is not given in this standard.
1.2.2In the engineering profession, it is customary practice to use, interchangeably, units representing both mass and force, unless dynamic calculations are involved. This implicitly combines two separate systems of units, that is, the absolute system and the gravimetric system. It is undesirable to combine the use of two separate systems within a single standard. The use of balances or scales recording pounds of mass (lbm), or the recording of density in lbm/ft3 should not be regarded as nonconformance with this standard.
1.3All observed and calculated values shall conform to the Guide for Significant Digits and Rounding established in Practice D6026.
1.3.1The procedures used to specify how data is collected, recorded, and calculated in this standard are regarded as industry standard. In addition, they are representative of the significant digits that should generally be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user’s objectives; and it is common practice to increase or decrease the number of significant digits of reported data commensurate with these considerations. It is beyond the scope of this standard to consider significant digits used in the analysis methods for engineering design.
1.4This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
Note 1:ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this 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.
1.5This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
| ASTM D 698 : 2000 | Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft<sup>3</sup> (600 kN-m/m<sup>3</sup>)) |
| ASTM D 3740 : 2023 | Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
| ASTM D 1556/D1556M : 2015 : EDT 1 | Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method (Withdrawn 2024) |
| ASTM D 3740 : 2019 | Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction |
| ASTM D 6913/D6913M : 2017 | Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis |
| ASTM D 4718/D4718M : 2015 : R2023 | Standard Practice for Correction of Unit Weight and Water Content for Soils Containing Oversize Particles |
| ASTM E 691 : 2020 | Standard Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method |
| ASTM D 653 : 2024 | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
| ASTM E 691 : 2023 | Standard Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method |
| ASTM D 653 : 2022 | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
| ASTM D 1557 : 2012 : EDT 1 | Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft<sup>3</sup> (2,700 kN-m/m<sup>3</sup>)) |
| ASTM D 2937 : 2017 : EDT 2 | Standard Test Method for Density of Soil in Place by the Drive-Cylinder Method |
| ASTM E 691 : 2022 | Standard Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method |
| ASTM D 4718/D4718M : 2015 | Standard Practice for Correction of Unit Weight and Water Content for Soils Containing Oversize Particles |
| ASTM D 6938 : 2023 | Standard Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth) |
| ASTM D 653 : 2021 : REV A | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
| ASTM D 4959 : 2024 | Standard Test Method for Determination of Water Content of Soil By Direct Heating |
| ASTM D 653 : 2021 | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
| ASTM D 653 : 2021 : REV B | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
| ASTM E 691 : 2021 | Standard Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method |
| ASTM D 6026 : 1996 : EDT 1 | Standard Practice for Using Significant Digits in Geotechnical Data |
| ASTM D 1556/D1556M : 2024 | Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method |
| ASTM D 2937 : 2024 | Standard Test Method for Density of Soil in Place by the Drive-Cylinder Method |
| ASTM D 653 : 2024 : REV A | Standard Terminology Relating to Soil, Rock, and Contained Fluids |
| ASTM D 2167 : 2015 | Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method (Withdrawn 2024) |
| ASTM D 6938 : 2017 : REV A : EDT 1 | Standard Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth) |
| ASTM D 4959 : 2016 | Standard Test Method for Determination of Water Content of Soil By Direct Heating |
| ASTM D 698 : 2012 : EDT 2 | Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft<sup>3</sup> (600 kN-m/m<sup>3</sup>)) |
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