National Association of Testing Authorities, Australia
Scope of Accreditation
RMA Soils Pty Ltd
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
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Establishment of annex facilities | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | ||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ | Concrete, grout and mortar | Slump flow | Cone | AS 1012.3.1 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |
Compressive strength | Cylinder | AS 1012.9 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Curing cylinder specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens | AS 1012.8.1 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Cone four point |
AS 1289.3.9.1, MR (Qld) Method Q104A |
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Plasticity index | Cone |
AS 1289.3.3.2, MR (Qld) Method Q105 |
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Moisture content | Drying oven |
AS 1289.2.1.1 |
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Plastic limit | Not applicable |
AS 1289.3.2.1, MR (Qld) Method Q105 |
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Sieve analysis | Not applicable |
AS 1289.3.6.1, MR (Qld) Method Q103A |
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Liquid limit | Cone one point |
AS 1289.3.9.2, MR (Qld) Method Q104D |
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Description, identification and classification | Not applicable |
AS 1726 Tables 9 and 10 (Laboratory tests only) |
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Linear shrinkage | Not applicable |
AS 1289.3.4.1, MR (Qld) Method Q106 |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, MR (Qld) Method Q142A |
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Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
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Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
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Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, MR (Qld) Method Q142B |
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Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2, MR (Qld) Method Q144A |
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Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable |
MR (Qld) Method Q140A |
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Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
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Density index | Not applicable |
AS 1289.5.6.1 |
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Characteristic field density values | Not applicable |
MR (Qld) Method Q020 |
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Density - In-situ | Nuclear gauge |
AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N03 |
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Compaction control | Hilf |
AS 1289.5.7.1 |
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Dry density ratio | Calculation |
AS 1289.5.4.1 |
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Density - In-situ | Sand-cone |
AS 1289.5.3.1, MR (Qld) Method Q141B |
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Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2, MR (Qld) Method Q114B |
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Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D |
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Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell |
AS 1289.7.1.1 |
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Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Laboratory stabilisation of soil | Cement |
MR (Qld) Method Q135A |
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Sample collection | Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | |
Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in-situ |
AS 1289.1.2.1, MR (Qld) Method Q060 |
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Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
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Not applicable | Site selection - Random sampling |
AS 1289.1.4.1, MR (Qld) Method Q050 |
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Not applicable | Undisturbed soil sampling by open-drive sampler; Undisturbed soil sampling by piston sampler; Undisturbed soil sampling by rotary core sampler |
AS 1289.1.3.1 |
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Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.2; MR (Qld) Method Q050 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Annex facility | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | Annex 1 - Habitat Annex Facility, Site no: 26494, is established for the Habitat Subdivision Contract for Habitat Mt Kynoch Pty Ltd, Contract no: 23-S-0322 from 15 January 2024 until 20 January 2025 |
The only data displayed is that deemed relevant and necessary for the clear description of the activities and services covered by the scope of accreditation.
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
Accreditation No.
19407
Site No.
22208
Print date
29 Mar 2024