ASTM D6236-11
ASTM D6276-99a(2006)..
ASTM D6467-13
ASTM D6528-07
ASTM D6539-13
ASTM D6572-13e1
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ASTM D7830/D7830M-14
Standard Test Method for In-Place Density (Unit Weight) and Water Content of Soil Using an Electromagnetic Soil Density Gauge
Automaticky preložený názov:
Štandardná skúšobná metóda pre In-Place Hustota (merná hmotnosť) a obsahu vody v pôde pomocou elektromagnetického pôdy Hustota Gauge
NORMA vydaná dňa 1.11.2014
Informácie o norme:
Označenie normy: ASTM D7830/D7830M-14
Poznámka: NEPLATNÁ
Dátum vydania normy: 1.11.2014
Kód tovaru: NS-39164
Počet strán: 17
Približná hmotnosť: 51 g (0.11 libier)
Krajina: Americká technická norma
Kategória: Technické normy ASTM
Kategórie - podobné normy:
Anotácia textu normy ASTM D7830/D7830M-14 :
Keywords:
acceptance testing, compaction test, construction control, dry density, electromagnetic density gauge, field density, impedance spectroscopy, in-place density, nondestructive testing, non-nuclear test method, quality control, soil density, wet density,, ICS Number Code 13.080.20 (Physical properties of soil)
Doplňujúce informácie
| Significance and Use | ||||||||||||||||||||||||||||||||||||||||
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5.1 The method described determines wet density and gravimetric water content by correlating complex impedance measurement data to an empirically developed model. The empirical model is generated by comparing the electrical properties of typical soils encountered in civil construction projects to their wet densities and gravimetric water contents determined by other accepted methods. 5.2 The test method described is useful as a rapid, non-destructive technique for determining the in-place total density and gravimetric water content of soil and soil-aggregate mixtures and the determination of dry density. 5.3 This method may be used for quality control and acceptance of compacted soil and soil-aggregate mixtures as used in construction and also for research and development. The non-destructive nature allows for repetitive measurements at a single test location and statistical analysis of the results. Note 2: The quality of the result produced by this standard
test method is dependent on the competence of the personnel
performing it, and the suitability of the equipment and facilities
used. Agencies that meet the requirements of Practice D3740 are generally considered capable of
competent and objective sampling/testing/inspection, and the like.
Users of this standard are cautioned that compliance with Practice
D3740 does not in itself
assure reliable results. Reliable results depend on many factors;
Practice D3740 provides a
means of evaluation some of those factors.
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| 1. Scope | ||||||||||||||||||||||||||||||||||||||||
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1.1 This 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. 1.1.1 The 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. 1.2 Units—The values stated in either SI units or inch-pound units [given in brackets] 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 non-conformance with the standard. 1.2.1 The 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. 1.2.2 In 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. 1.3 All observed and calculated values shall conform to the Guide for Significant Digits and Rounding established in Practice D6026. 1.3.1 The 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. 1.4 This 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 and health 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.
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| 2. Referenced Documents | ||||||||||||||||||||||||||||||||||||||||
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