
National Association of Testing Authorities, Australia
Scope of Accreditation
Aitken Rowe Testing Laboratories Pty Ltd
Site
ARTL Albury
Accreditation No.
4679
Site No.
23954
Date of Accreditation
10 Jul 2017
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
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Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Crushed faces |
RMS (NSW) Method T239 TfNSW TS 02799.36 |
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Bulk density | Uncompacted |
AS 1141.4, RMS (NSW) Method T211 TfNSW TS 02799.10 |
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Bulk density | Compacted |
AS 1141.4, RMS (NSW) Method T212 TfNSW TS 02799.11 |
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Shape | Average least dimension |
AS 1141.20.1, AS 1141.20.2, AS 1141.20.3, RMS (NSW) Method T235, RMS (NSW) Method T275 TfNSW TS 02799.32,TfNSW TS 02799.50 |
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Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12, RMS (NSW) Method T203 TfNSW TS 02799.04 |
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Particle size distribution | Fine particles in road materials |
AS 1141.19, RMS (NSW) Method T107;TfNSW T107; TfNSW TS 02795.03 |
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Shape | Ratio greatest to least dimension |
RMS (NSW) Method T278 TfNSW TS 02799.53 |
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Particle size distribution | Sieve analysis |
AS 1141.11.1, RMS (NSW) Method T201 TfNSW TS 02799.02 |
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Shape | Proportional calliper |
AS 1141.14, RMS (NSW) Method T213 TfNSW TS 02799.12 |
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Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value | Not applicable |
AS 1141.21 |
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Wet/dry strength variation | Not applicable |
AS 1141.22, RMS (NSW) Method T215 TfNSW TS 02799.13 |
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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 |
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Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Core |
AS 1012.14, RMS (NSW) Method T310 TfNSW TS 02800.11 |
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Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure |
AS 1012 5, RMS (NSW) Method T303 TfNSW TS 02800.04 |
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Compressive strength | Cylinder |
AS 1012.9, RMS (NSW) Method T306 TfNSW TS 02800.07 |
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Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2, RMS (NSW) Method T320 TfNSW TS 02800.20 |
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Mass per unit volume - Hardened concrete | Water displacement |
AS 1012.12.2, RMS (NSW) Method T317 TfNSW TS 02800.17 |
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Specimen preparation | Capping of compressive strength specimens |
RMS (NSW) Method T305 TfNSW TS 02800.06 |
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Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1, RMS (NSW) Method T316 TfNSW TS 02800.16 |
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Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Curing flexural strength specimens in the laboratory; In-situ manufacture and curing of flexural strength specimens |
AS 1012.8.2, RMS (NSW) Method T327 TfNSW TS 02800.24 |
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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 |
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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 |
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Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Microwave oven | RMS (NSW) T180 | |
Plasticity index | Casagrande |
AS 1289.3.3.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.05 |
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Fine particles in road materials |
RMS (NSW) Method T107;TfNSW T107; TfNSW TS 02795.03 |
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Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
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Plastic limit | Not applicable |
AS 1289.3.2.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.05 |
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Moisture content | Drying oven | AS1289.2.1.1, RMS (NSW) T120 | |||
Moisture content | Hot plate |
RMS (NSW) Method T121 TfNSW TS 02795.15 |
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Sieve analysis | Not applicable |
AS 1289.3.6.1, RMS (NSW) Method T106;TfNSW T106; TfNSW TS 02795.02 |
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Linear shrinkage | Not applicable |
AS 1289.3.4.1, RMS (NSW) Method T113;TfNSW T113; TfNSW TS 02795.08 |
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Liquid limit | Casagrande four point |
AS 1289.3.1.1, RMS (NSW) Method T108;TfNSW T108;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.04 |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort |
AS 1289..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 |
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Maximum dry density |
RMS (NSW) Method T164 TfNSW TS 02795.26 |
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Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Method T162 TfNSW TS 02795.24 |
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Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 |
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Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In-situ | Nuclear gauge |
AS 1289.5.8.1, RMS (NSW) Method T173 TfNSW TS 02795.36 |
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Characteristic field density values; Moisture ratio assessment of dry back | Not applicable | RC (Vic) Method 316.00, RC (Vic) Method 316.14 | |||
Compaction control | Hilf |
AS 1289.5.7.1 |
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Dry density ratio | Calculation | AS 1289.5.4.1 | |||
Relative compaction |
RMS (NSW) Method T166 TfNSW TS 02795.28 |
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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 |
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Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1, RMS (NSW) Method T117, RMS (NSW) Method T132 TfNSW TS 02795.11,TfNSW TS 02796.03 |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1, RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 |
|
Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment |
RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T103;TfNSW T103;TfNSW T105; TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01 |
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Soil pre-treatment | Repeated compaction pre-treatment |
RC (Vic) Method 301.05 |
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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 preparation | Cement stabilisation; Lime stabilisation |
RC (Vic) 301.03, RC (Vic) 301.06 |
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Sample collection | Aggregates | Not applicable | Aggregate from a conveyor belt; Aggregate from a stockpile; Aggregate from a truck |
AS 1141.3.1 |
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Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1, RMS (NSW) Method T300 TfNSW TS 02800.01 |
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Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
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Soils | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling |
AS 1289.1.4.1, AS 1289.1.4.2, RC (Vic) Method 316.10 |
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Not applicable | Undisturbed soil sampling by open-drive sampler |
AS 1289.1.3.1, RMS (NSW) Method T100 TfNSW TS 02794.01 |
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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.
23954
Print date
10 Dec 2023