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 |
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| 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 |
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| 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 |
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| 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 |
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| 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 TS 02795.05 |
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| Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2, TfNSW T108 TfNSW TS 02795.04 |
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| Plasticity index | Casagrande |
AS 1289.3.3.1, TfNSW T109 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 |
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| 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 T103 TfNSW TS 02794.02,TfNSW TS 02794.03 |
|
| 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 |
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 (SoA).
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
The Product column may also describe an Item or Material.
The Limitations column may also describe the Range.
Accreditation No.
17062
Site No.
18624
Print date
25 Aug 2026