National Association of Testing Authorities, Australia
Scope of Accreditation
Brisbane City Council
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
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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 | Core; Cube; Cylinder |
AS 1012.9 |
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Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
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Compressive strength | Core | AS 1012.14 | |||
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 |
AS 1012.8.1 |
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Specimen conditioning | Dry conditioning of hardened concrete core specimens; Wet conditioning of hardened concrete core specimens | AS 1012.14 | |||
Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1 |
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Evaluation of geotechnical and civil construction material - Masonry, concrete and clay unit properties | Masonry, concrete and clay units | Slip resistance | Not applicable |
AS 4586 Appendix A |
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Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Skid resistance | British pendulum portable tester |
MR (Qld) Method Q704 |
|
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Cone four point |
MR (Qld) Method Q104A |
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Liquid limit | Casagrande four point |
AS 1289.3.1.1 |
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Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
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Sieve analysis | Not applicable |
AS 1289.3.6.1; MR (Qld) Method Q103A |
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Particle density | Not applicable |
AS 1289.3.5.1 (2006) |
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Description, identification and classification | Not applicable |
AS 1726 Tables 9 and 10 (Laboratory tests only) |
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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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Moisture content | Drying oven |
AS 1289.2.1.1 |
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Liquid limit | Cone one point |
MR (Qld) Method Q104D |
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Plasticity index | Casagrande |
AS 1289.3.3.1 |
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Plasticity index | Cone |
MR (Qld) Method Q105 |
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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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Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
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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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Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
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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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Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Percentage (%) |
AS 1289.3.8.2 |
|
Dispersion | Emerson class |
AS 1289.3.8.1 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In-situ | Sand-cone |
AS 1289.5.3.1; MR (Qld) Method Q141B |
|
Field moisture content | Nuclear gauge |
AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Method N02 |
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Density - In-situ | Nuclear gauge |
AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Methods N01, N03 |
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Dry density ratio | Calculation |
AS 1289.5.4.1 |
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Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
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Relative compaction | Not applicable |
MR (Qld) Method Q140A |
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Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer |
AS 1289.3.6.3 |
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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 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 |
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Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell | AS 1289.7.1.1 | |
Evaluation of mechanical performance of pedestrian and impact attenuation surfaces | Pedestrian surfaces | Slip resistance | Wet pendulum |
AS 4663 Appendix A |
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Sample collection | Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
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.
1488
Site No.
1481
Print date
28 Mar 2024