National Association of Testing Authorities, Australia
Scope of Accreditation
Soil Engineering Services - Brisbane Laboratory
Site
Brisbane Laboratory
Accreditation No.
19460
Site No.
22349
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Withdrawn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 |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Aggregate binder adhesion | Aggregates | Degree of precoating | Not applicable |
MR (Qld) Method Q216 |
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| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis |
AS 1141.32; MR (Qld) Method Q217 |
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| 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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| Shape | Crushed faces |
MR (Qld) Method Q215 |
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| Shape | Average least dimension |
AS 1141.20.3; MR (Qld) Method Q202 |
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| Bulk density | Compacted |
AS 1141.4; MR (Qld) Method Q221B |
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| Shape | Flakiness |
AS 1141.15; MR (Qld) Method Q201 |
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| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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| Bulk density | Uncompacted |
AS 1141.4; MR (Qld) Method Q221A |
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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 | Cube |
AS 1012.9 |
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| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
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| Compressive strength | Cylinder |
AS 1012.9 |
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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 | 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 | Moisture content | Drying oven |
AS 1289.2.1.1; MR (Qld) Method Q102A |
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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; AS 1289.3.9.2; MR (Qld) Method Q104A; MR (Qld) Method Q104D |
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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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| 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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| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
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| Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
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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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| 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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| Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 |
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| Evaluation of geotechnical and civil construction material - Soil field density | Soils | 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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| Field moisture content | Nuclear gauge | AS 1289.5.8.1; MR (Qld) Method Q141A; NGTM Method N02 | |||
| Density - In-situ | Nuclear gauge | AS 1289.5.8.1; MR (Qld) Method Q141A; NGTM Method N01, NGTM Method N03 | |||
| Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
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| Characteristic field density values | Not applicable |
MR (Qld) Method Q020 |
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| Relative compaction | Not applicable |
MR (Qld) Method Q140A |
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| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS1289.1.1; MR (Qld) Method Q101 |
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| Sample collection | Aggregates | Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
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| Not applicable | Site selection - Random sampling |
MR (Qld) Method Q050 |
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| Not applicable | Aggregate from a bin; Aggregate from a conveyor belt; 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; Fresh concrete from deposited concrete |
AS 1012.1 |
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| Soils | Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.2 |
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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 | 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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Accreditation No.
19460
Site No.
22349
Print date
18 Jan 2022