National Association of Testing Authorities, Australia
Scope of Accreditation
Aitken Rowe Testing Laboratories Pty Ltd
Site
ARTL Griffith
Accreditation No.
4679
Site No.
13032
Date of Accreditation
31 Jul 1997
Contact
Availability
Services available to external clients
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 TfNSW TS 02799.02 |
|
| Shape | Proportional calliper |
AS 1141.14 TfNSW TS 02799.12 |
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| Particle size distribution | Fine particles in road materials |
AS 1141.19 TfNSW TS 02795.03 |
|||
| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 TfNSW TS 02799.04 |
|||
| Shape | Crushed faces |
TfNSW TS 02799.36 |
|||
| Shape | Average least dimension |
AS 1141.20.1, AS 1141.20.2 TfNSW TS 02799.32,TfNSW TS 02799.50 |
|||
| 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 - Concrete, grout and mortar consistence in situ | Concrete, grout and mortar | Slump flow | Cone |
AS 1012.3.1 TfNSW TS 02800.02 |
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Mass per unit volume - Fresh concrete | In situ measurement using fixed volume measure |
AS 1012.5 |
|
| Mass per unit volume - Hardened concrete | Dimensions; Water displacement |
AS 1012.12.1, AS 1012.12.2 TfNSW TS 02800.16 |
|||
| Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 |
|||
| Compressive strength | Cylinder |
AS 1012.9 TfNSW TS 02800.06,TfNSW TS 02800.07 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 TfNSW TS 02800.05 |
|
| Specimen conditioning | Wet conditioning of hardened concrete core specimens | AS 1012.14 | |||
| Specimen manufacture and curing | In situ manufacture and curing of drying shrinkage specimens; Moist curing drying shrinkage specimens in the laboratory | AS 1012.8.4 | |||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Casagrande |
AS 1289.3.1.2 |
|
| Plasticity index | Casagrande |
AS 1289.3.3.1 TfNSW TS 02795.05 |
|||
| Liquid limit | Casagrande |
AS 1289.3.1.1 TfNSW TS 02795.04 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1 TfNSW TS 02795.08 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1 TfNSW TS 02795.05 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1 TfNSW TS 02795.14 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1 TfNSW TS 02795.02 |
|||
| Fine particles in road materials | Not applicable |
TfNSW TS 02795.03 |
|||
| Moisture content | Sand bath |
TfNSW TS 02795.15 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Maximum dry density | Not applicable | TfNSW TS 02795.26 | |
| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1 TfNSW TS 02795.07 |
|||
| 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 |
|||
| Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
| 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 | Relative compaction | Not applicable |
TfNSW TS 02795.28 |
|
| Density - In situ | Nuclear gauge |
AS 1289.5.8.1 TfNSW TS 02795.36 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Density index; Dry density ratio; Moisture ratio | Calculation; Measured |
AS 1289.5.4.1, AS 1289.5.6.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer | AS 1289.3.6.3 | |
| Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration - In situ | Dynamic cone |
AS 1289.6.3.2 TfNSW TS 02795.23 |
|
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1 TfNSW TS 02795.11 |
|
| 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 |
|
| Evaluation of geotechnical and civil construction material - Soil sample preparation | Soils | Preparation of disturbed samples | Not applicable |
AS 1289.1.1 TfNSW TS 02795.01 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
TfNSW TS 02795.10,TfNSW TS 02796.02 |
|
| Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a stockpile |
AS 1141.3.1 |
|
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer |
AS 1012.1 TfNSW TS 02800.01 |
||
| Soils | Not applicable | Undisturbed soil sampling by open-drive sampler |
AS 1289.1.3.1 |
||
| Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; 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 (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.
4679
Site No.
13032
Print date
26 Aug 2026