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National Association of Testing Authorities, Australia
Scope of Accreditation
QualTech (Tas) Pty Ltd
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis | AS 1141.11.1 | |
Shape | Flakiness | AS 1141.15 | |||
Bulk density | Uncompacted | AS 1141.4 | |||
Bulk density | Compacted | AS 1141.4 | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22 | |
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 | |
Slump flow | J-ring | AS 1012.3.5 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar permeability | Concrete, grout and mortar | Permeability | Volume change with water absorption - Permeable voids | AS 1012.21 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Flexural strength | Modulus of rupture | AS 1012.11 | |
Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2 | |||
Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |||
Compressive strength | Cube | AS 1012.9 | |||
Compressive strength | Core | AS 1012.14 | |||
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 | Manufacture and curing of cylindrical specimens in the laboratory | AS 1012.14 | |
Specimen manufacture and curing | In-situ manufacture and curing of flexural strength specimens | AS 1012.8.2 | |||
Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory | AS 1012.8.1 AS 1012.8.2 | |||
Specimen manufacture and curing | In-situ manufacture and curing of drying shrinkage specimens | AS 1012.8.4 | |||
Specimen manufacture and curing | Mixing concrete in the laboratory | AS 1012.2 | |||
Specimen manufacture and curing | Manufacture and curing of flexural strength specimens in the laboratory | AS 1012.8.2 | |||
Specimen manufacture and curing | Manufacture and curing of drying shrinkage specimens in the laboratory | AS 1012.8.4 | |||
Specimen manufacture and curing | In-situ manufacture and curing of cylindrical specimens | AS 1012.8.1 | |||
Specimen manufacture and curing | In-situ manufacture and curing of grout and mortar cubes | AS 1012.8.3 | |||
Specimen manufacture and curing | Curing cylinder specimens in the laboratory | AS 1012.8.1 AS 1012.8.2 | |||
Specimen manufacture and curing | Manufacture and curing of grout and mortar cubes in the laboratory | AS 1012.8.3 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable | AS 1289.3.6.1 | |
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Moisture content | Hot plate | AS 1289.2.1.6 | |||
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1 | |
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow | AS 1141.3.1 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | ||
Not applicable | Fresh concrete from deposited concrete | AS 1012.1 | |||
Soils | Not applicable | Disturbed soil sampling from a stockpile | AS 1289.1.2.1 |
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.
1206
Site No.
1199
Print date
01 Sep 2024