National Association of Testing Authorities, Australia
Scope of Accreditation
SGS Australia Pty Ltd
Site
Loganholme Laboratory
Accreditation No.
2418
Site No.
14961
Date of Accreditation
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn
ISO/IEC 17025 (2005)
Infrastructure and Asset Integrity
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| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| 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 - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
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| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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| 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 |
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| 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 |
AS 1012.8.1 |
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| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven |
AS 1289.2.1.1; MR (Qld) Method Q102A |
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| Liquid limit | Cone four point; Cone one point |
AS 1289.3.9.1; MR (Qld) Method Q104A; MR (Qld) Method Q104D |
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| Plastic limit | Not applicable |
AS 1289.3.2.1; |
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| Sieve analysis | Not applicable |
AS 1289.3.6.1; |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1; MR (Qld) Method Q106 |
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| Cone plasticity index | Not applicable |
AS 1289.3.3.2 |
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| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | 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); Minimum and maximum dry density | Not applicable |
AS 1289.5.4.2 |
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| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1; MR (Qld) Method Q142A |
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| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
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| Dry density/moisture content relationship; Oversize material | Oversize material treatment; Rapid |
MR (Qld) Method Q142C; MR (Qld) Method Q143 |
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| Evaluation of geotechnical and civil construction material - Soil engineering 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 field density | Soils | Compaction control | Hilf |
AS 1289.5.7.1 |
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| Density - In-situ | Sand-cone |
AS 1289.5.3.1; MR (Qld) Method Q141A; MR (Qld) Method Q141B |
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| Density - In-situ; Field moisture content | Nuclear gauge |
AS 1289.5.8.1 |
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| Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
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| Dry density ratio | Calculation |
AS 1289.5.4.1 |
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| Moisture ratio | Measured |
AS 1289.5.4.1 |
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| Relative compaction |
MR (Qld) Method Q140A |
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| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment |
AS 1289.1.1; MR (Qld) Method Q101 |
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| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
MR (Qld) Method Q115 |
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| Curing of moulded specimens | Not applicable |
MR (Qld) Method Q135B |
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| Laboratory stabilisation of soil | Lime, cement and bitumen |
MR (Qld) Method Q135A |
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| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow |
AS 1141.3.1; MR (Qld) Method Q060 |
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| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer |
AS 1012.1 |
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| Soils | Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
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| Not applicable | Site selection - Random stratified sampling |
MR (Qld) Method Q050 |
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| Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ |
AS 1289.1.2.1; MR (Qld) Method Q060 |
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.
2418
Site No.
14961
Print date
21 Sep 2021