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 | Shape | Proportional calliper |
AS 1141.14, RMS (NSW) Method T213 TfNSW TS 02799.12 |
|
| Shape | Crushed faces |
RMS (NSW) Method T239 TfNSW TS 02799.36 |
|||
| Particle size distribution | Fine particles in road materials |
AS 1141.19; TfNSW Method T107; |
|||
| Shape | Average least dimension |
AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235, RMS (NSW) Method T275 TfNSW TS 02799.32,TfNSW TS 02799.50 |
|||
| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12, RMS (NSW) Method T203 TfNSW TS 02799.04 |
|||
| Particle size distribution | Sieve analysis |
AS 1141.11.1, RMS (NSW) Method T201 TfNSW TS 02799.02 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22, RMS (NSW) Method T215 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, RMS (NSW) Method T301 TfNSW TS 02800.02 |
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Cylinder |
AS 1012.9, RMS (NSW) Method T305, RMS (NSW)Method T306 TfNSW TS 02800.06,TfNSW TS 02800.07 |
|
| 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, RMS (NSW) Method T316 TfNSW TS 02800.16 |
|||
| Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 |
|||
| 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 drying shrinkage specimens in the laboratory | AS 1012.8.4 | |
| Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1,RMS (NSW) Method T304 TfNSW TS 02800.05 |
|||
| Specimen conditioning | Dry conditioning of hardened concrete core specimens | AS 1012.14 | |||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Sand bath |
RMS (NSW) Method T121 TfNSW TS 02795.15 |
|
| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
|||
| Liquid limit | Casagrande four point |
AS 1289.3.1.1,TfNSW Method T108 |
|||
| Plasticity index | Casagrande; Cone |
AS 1289.3.3.1, TfNSW Method T109 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1; ;TfNSW Method T113; |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1, TfNSW Method T109 |
|||
| Fine particles in road materials | Not applicable |
TfNSW Method T107 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1,TfNSW Method T106 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Maximum dry density | Not applicable |
RMS (NSW) Method T164 TfNSW TS 02795.26 |
|
| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, RMS (NSW) Method T112 TfNSW TS 02795.07 |
|||
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130 TfNSW TS 02795.06,TfNSW TS 02796.01 |
|||
| Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
| Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Method T162 TfNSW TS 02795.24 |
|||
| 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 | Field moisture content | Nuclear gauge |
AS 1289.5.8.1, RMS (NSW) Method T173 TfNSW TS 02795.36 |
|
| Relative compaction | Not applicable |
RMS (NSW) Method T166 TfNSW TS 02795.28 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Density index; Dry density ratio | Calculation; Statistical selection of reference values |
AS 1289.5.4.1, AS 1289.5.6.1 |
|||
| Density - In-situ | Sand pouring apparatus |
RMS (NSW) Method T119 TfNSW TS 02795.13 |
|||
| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2, RMS (NSW) Method T161 TfNSW TS 02795.23 |
|
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 TfNSW TS 02795.09 |
|
| Bearing ratio | Remoulded specimens |
AS 1289.6.1.1, RMS (NSW) Method T117 TfNSW TS 02795.11 |
|||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment |
TfNSW Method T103 |
|
| Soil pre-treatment | Not applicable |
AS 1289.1.1, TfNSW Method T102; RMS (NSW) Method T105 TfNSW TS 02794.02,TfNSW TS 02795.01 |
|||
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
RMS (NSW) Method T116, RMS (NSW) Method T131 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, RMS (NSW) Method T300 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,RMS (NSW) Method T100 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.
4679
Site No.
13032
Print date
20 Apr 2024
