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ASTM D2844/D2844M-18e1
Standard Test Method for Resistance R-Value and Expansion Pressure of Compacted Soils (Includes all amendments and changes 12/5/2022).
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STANDARD published on 1.5.2018
The information about the standard:
Designation standards: ASTM D2844/D2844M-18e1
Publication date standards: 1.5.2018
SKU: NS-1096673
The number of pages: 13
Approximate weight : 39 g (0.09 lbs)
Country: American technical standard
Category: Technical standards ASTM
The category - similar standards:
Earthworks. Excavations. Foundation construction. Underground works
Annotation of standard text ASTM D2844/D2844M-18e1 :
Keywords:
acceptance tests, base course, bearing capacities, compaction, dynamic bearing capacity, expansion, expansive soils, flexible pavements, foundations, highway loads, inspection, kneading compaction, laboratory tests, materials tests, pavement design, resistance value, specifications, stability, stabilometer, subbase, subbase strength, subgrade, subgrade reaction, subgrade stability, trafficability,, ICS Number Code 93.020 (Earth works. Excavations. Foundation construction. Underground works)
These adjuncts apply to this standard:
ASTM ADJD284401-E-PDF
Adjunct of the standard
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Adjunct to D2844: Test Method for Resistance R-Value and Expansion Pressure of Compacted Soils
Selected format: English - Print design (34.70 USD)
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ASTM ADJD284402-E-PDF
Adjunct of the standard
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Adjunct to D2844: Test Method for Resistance R-Value and Expansion Pressure of Compacted Soils
Selected format: English - Print design (34.70 USD)
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ASTM ADJD284403-E-PDF
Adjunct of the standard
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Adjunct to D2844 Test Method for Resistance R-Value and Expansion Pressure of Compacted Soils
Selected format: English - Print design (34.70 USD)
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Additional information
| Significance and Use | ||||||||||||||||||||||
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4.1 This test method is used to measure the potential strength of subgrade, subbase, and base course materials for use in road and airfield pavements. The R-value is used by some agencies as criteria for acceptance of aggregates for base course and bituminous courses. FIG. 1 Tamper Shoe for Kneading Compactor 4.2 The expansion pressure testing has been used in conjunction with the R-value test to determine cover requirements (thickness) and construction controls to reduce pavement distortion from expansive subgrade soils. Note 1: The quality of the result produced by this standard is
dependent on the competence of the personnel performing it, and the
suitability of the equipment and facilities used. Agencies that
meet the criteria of Practice D3740 are generally considered capable of
competent and objective testing/sampling/inspection/etc. Users of
this test method are cautioned that compliance with Practice
D3740 does not in itself
ensure reliable results. Reliable results depend on many factors;
Practice D3740 provides a
means of evaluating some of those factors.
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| 1. Scope | ||||||||||||||||||||||
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1.1 This test method covers the procedure for testing both treated and untreated laboratory compacted soils or aggregates with the stabilometer and expansion pressure devices to obtain results indicative of performance when placed in the base, subbase, or subgrade of a road subjected to traffic. 1.2 Units—The values stated in either SI units or inch-pound units presented 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. However, use of equipment manufactured to be readable in inch-pound units only should not be considered as non-conformance to the test method. Many stabilometers and expansion pressure devices are manufactured to be readable in inch-pound units only. 1.3 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026. 1.3.1 For purposes of comparing measured or calculated value(s) with specified limits, the measured or calculated value(s) shall be rounded to the nearest decimal or significant digits in the specified limits. 1.3.2 The procedures used to specify how data are collected/recorded or calculated, in this standard are regarded as the industry standard. In addition, they are representative of the significant digits that generally should 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 reduce significant digits of reported data to be commensurate with these considerations. It is beyond the scope of this standard to consider significant digits used in analytical 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.5 This 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. |
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| 2. Referenced Documents | ||||||||||||||||||||||
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