National Association of Testing Authorities, Australia
Scope of Accreditation
Resource Laboratories Pty Ltd
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Establishment of annex facilities | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | ||
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Light particles contaminants | Segregation by density | AS 1141.31 | |
Weak particles contaminants | Sieve analysis | AS 1141.32, TfNSW TS 02799.03 | |||
Foreign material in recycled aggregate | Manual classification | In-house method 1, In-house method 2 TfNSW TS 02799.51 | |||
Sugar | Fehlings solution | AS 1141.35, TfNSW TS 02799.44 | |||
Clay and fine silt | Settling | AS 1141.33, TfNSW TS 02799.43 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Proportional calliper | AS 1141.14, TfNSW TS 02799.12 | |
Particle size distribution | Sieve analysis | AS 1141.11.1, TfNSW TS 02799.02 | |||
Shape | Crushed faces | TfNSW TS 02799.36 | |||
Moisture content | Drying oven | TfNSW TS 02799.39 | |||
Particle size distribution | Fine particles in road materials | AS 1141.19; TfNSW T107; TfNSW TS 02795.03 | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12, TfNSW TS 02799.04 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22, TfNSW TS 02799.13 | |
Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable | AS 4133.4.1, TfNSW TS 02799.21 | |
Moisture content | Drying oven | AS 4133.1.1.1 | |||
Evaluation of geotechnical and civil construction material - Rock strength and deformation | Rocks | Compressive strength | Uniaxial load rate controlled | AS 4133.4.2.1, TfNSW TS 02799.26 | |
Compressive strength | Uniaxial strain rate controlled | AS 4133.4.2.2 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable | AS 1289.3.6.1, TfNSW T106; TfNSW TS 02795.02 | |
Plastic limit | Not applicable | AS 1289.3.2.1, TfNSW T109;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.05 | |||
Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1, AS 1289.3.1.2, TfNSW T108;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.04 | |||
Plasticity index | Casagrande | AS 1289.3.3.1, TfNSW T109; TfNSW T105; TfNSW TS 02795.01, TfNSW TS 02795.05 | |||
Moisture content | Drying oven | AS 1289.2.1.1, TfNSW TS 02795.14 | |||
Particle density | Not applicable | AS 1289.3.5.1, TfNSW TS 02795.19,TfNSW TS 02795.20 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1, TfNSW T113; TfNSW TS 02795.08 | |||
Fine particles in road materials | Not applicable | TfNSW T107; TfNSW TS 02795.03 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1, TfNSW TS 02795.06,TfNSW TS 02796.01 | |
Dry density/moisture content relationship | Three compaction point | TfNSW TS 02795.24 | |||
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |||
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1, TfNSW TS 02795.07 | |||
Evaluation of geotechnical and civil construction material - Soil consolidation | Soils | Consolidation | One-dimensional | AS 1289.6.6.1 | |
Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class | AS 1289.3.8.1 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Dry density ratio | Calculation | AS 1289.5.4.1 | |
Moisture ratio | Measured | AS 1289.5.4.1 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
Relative compaction | Not applicable | TfNSW TS 02795.28 | |||
Density - In situ | Sand-cone | AS 1289.5.3.1 | |||
Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer | AS 1289.3.6.3, TfNSW TS 02795.48 | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry | TfNSW TS 02795.09 | |
Bearing ratio | Remoulded specimens | AS 1289.6.1.1, TfNSW TS 02795.11,TfNSW TS 02796.03 | |||
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment | TfNSW T102;TfNSW T105;TfNSW T103;TfNSW T105; TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01 | |
Soil pre-treatment | Not applicable | AS1289.1.1, TfNSW T105; TfNSW TS 02795.01 | |||
Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell | AS 1289.7.1.1 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | TfNSW TS 02795.10,TfNSW TS 02796.02 | |
Cohesion of compacted material | Uniaxial unconfined | AS 1141.52 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow | AS 1141.3.1 | |
Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow | AS 1289.1.2.1, TfNSW TS 02794.01 |
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Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
Accreditation No.
17062
Site No.
18624
Print date
07 Dec 2024