National Association of Testing Authorities, Australia
Scope of Accreditation
Wise Geotechnical Services
Site
Mount Larcom Laboratory
Accreditation No.
19421
Site No.
22249
Date of Accreditation
Address
31 Guerassimoff Road
Yarwun, QLD 4694
Australia
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Withdrawn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 |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt | Settling |
AS 1141.33 |
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| Organic impurities | Settling |
AS 1141.34 |
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| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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| Ten percent fines value | Dry |
MR (Qld) Method Q205A |
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| Shape | Flakiness |
AS 1141.15; MR (Qld) Method Q201 |
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| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
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| Soundness | Degradation factor on coarse aggregate | MR (Qld) Method Q208B | |||
| Ten percent fines value | Wet |
MR (Qld) Method Q205B |
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| Wet/dry strength variation | Not applicable |
AS 1141.22; MR (Qld) Method Q205C |
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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 properties | Concrete, grout and mortar | Compressive strength | Cylinder |
AS 1012.9 |
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| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
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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 | In-situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1 |
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| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Cone plasticity index | Not applicable |
AS 1289.3.3.2 |
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| Sieve analysis | Not applicable |
AS 1289.3.6.1; MR (Qld) Method Q103A; MR (Qld) Method Q103B |
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| Plastic limit | Not applicable |
AS 1289.3.2.1; MR (Qld) Method Q105 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1; MR (Qld) Method Q106 |
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| Liquid limit | Casagrande four point; Casagrande one point; Cone four point; Cone one point |
AS 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.9.1; MR (Qld) Method Q104A; MR (Qld) Method Q104D |
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| Moisture content | Drying oven |
AS 1289.2.1.1; MR (Qld) Method Q102A |
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| Plasticity index | Cone |
MR (Qld) Method Q105 |
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| Plasticity index | Casagrande |
AS 1289.3.3.1 |
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| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | 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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| 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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| Dry density/moisture content relationship | Rapid |
MR (Qld) Method Q142C |
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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 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 | Moisture ratio | Measured |
AS 1289.5.4.1 |
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| Compaction control | Hilf |
AS 1289.5.7.1 |
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| Relative compaction | Not applicable |
MR (Qld) Method Q140A |
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| Density - In-situ | Sand-cone |
AS 1289.5.3.1; MR (Qld) Method Q141B |
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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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| 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 stabilisation | Soils | Laboratory stabilisation of soil | Lime stabilisation |
MR (Qld) Method Q135A |
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| Laboratory stabilisation of soil | Cement |
MR (Qld) Method Q135A |
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| Sample collection | Aggregates | Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
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| Not applicable | Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow |
AS 1141.3.1; MR (Qld) Method Q050; MR (Qld) Method Q060 |
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| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
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| 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 - Random stratified sampling |
AS 1289.1.4.2; MR (Qld) Method Q050 |
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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 | Site selection by spot sampling |
MR (Qld) Method Q061 |
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.
19421
Site No.
22249
Print date
08 Dec 2023
