
National Association of Testing Authorities, Australia
Scope of Accreditation
G-Lab Material Testing Pty Ltd
Scope of Accreditation
G-Lab Material Testing
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Aggregate abrasion | Aggregates | Abrasion resistance | Los Angeles machine value | AS 1141.23, TfNSW TS 02799.05 | |
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt | Settling | AS 1141.33, TfNSW TS 02799.43 | |
| Weak particles contaminants | Sieve analysis | AS 1141.32 | |||
| Organic impurities | Colour test | AS 1141.34, TfNSW TS 02799.38 | |||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Moisture content | Drying oven | TfNSW TS 02799.39 | |
| Bulk density | Compacted; Uncompacted | AS 1141.4, TfNSW TS 02799.10,TfNSW TS 02799.11 | |||
| Shape | Proportional calliper | AS 1141.14, TfNSW TS 02799.12 | |||
| Shape | Flakiness | AS 1141.15 | |||
| Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12, TfNSW TS 02799.04 | |||
| Shape | Average least dimension; Ratio greatest to least dimension | AS 1141.20.1, AS 1141.20.2, TfNSW TS 02799.32,TfNSW TS 02799.50,TfNSW TS 02799.53 | |||
| Particle density of fine aggregate; Water absorption of fine aggregate | Weighing-in-water | AS 1141.5, TfNSW TS 02799.08 | |||
| Particle size distribution | Sieve analysis | AS 1141.11.1, TfNSW TS 02799.02 | |||
| Particle density of coarse aggregate; Water absorption of coarse aggregate | Weighing-in-water | AS 1141.6.1, TfNSW TS 02799.09 | |||
| Particle size distribution | Fine particles in road materials | AS 1141.19 | |||
| Shape | Crushed faces | AS 1141.18, TfNSW TS 02799.36 | |||
| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Methylene blue value | AS 1141.66, TfNSW TS 02806.36 | |
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value; Wet/dry strength variation | Not applicable | AS 1141.21, AS 1141.22, TfNSW TS 02799.06,TfNSW TS 02799.13 | |
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ | Concrete, grout and mortar | Slump flow | Cone; J-ring; T500 | AS 1012.3.1, AS 1012.3.5 | |
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Bleeding | In situ analysis - Freshly mixed concrete | AS 1012.6 | |
| Mass per unit volume - Fresh concrete | In situ measurement using fixed volume measure | AS 1012.5 | |||
| Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2 | |||
| Flexural strength | Modulus of rupture | AS 1012.11 | |||
| Indirect tensile strength | Brazil | AS 1012.10 | |||
| Mass per unit volume - Hardened concrete | Dimensions; Water displacement | AS 1012.12.1, AS 1012.12.2 | |||
| Compressive strength | Core; Cylinder | AS 1012.9, AS 1012.14 | |||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning | Wet conditioning of hardened concrete core specimens | AS 1012.14 | |
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of drying shrinkage specimens; In situ manufacture and curing of flexural strength specimens; Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of drying shrinkage specimens in the laboratory; Manufacture and curing of flexural strength specimens in the laboratory; Mixing concrete in the laboratory | AS 1012.2, AS 1012.8.1, AS 1012.8.2, AS 1012.8.4, TfNSW TS 02800.05 | |||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable | AS 1289.3.4.1, TfNSW TS 02795.08 | |
| Sieve analysis | Not applicable | AS 1289.3.6.1, TfNSW TS 02795.02 | |||
| Plastic limit | Not applicable | AS 1289.3.2.1, TfNSW TS 02795.05 | |||
| Plasticity index | Casagrande | AS 1289.3.3.1, TfNSW TS 02795.05 | |||
| Moisture content | Drying oven | AS 1289.2.1.1, TfNSW TS 02795.14 | |||
| Liquid limit | Casagrande four point | AS 1289.3.1.1, AS 1289.3.1.2, TfNSW TS 02795.04 | |||
| Fine particles in road materials | Not applicable | TfNSW TS 02795.03 | |||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment | TfNSW TS 02794.02,TfNSW TS 02794.03 | |
| Soil pre-treatment | Not applicable | AS 1289.1.1, TfNSW TS 02795.01 | |||
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1, TfNSW TS 02794.01 | |
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | ||
| Soils | Not applicable | Disturbed soil sampling from a stockpile | AS 1289.1.2.1, TfNSW TS 02794.01 |
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.
20725
Site No.
24871
Print date
24 Oct 2025
END OF SCOPE