Aitken Rowe Testing Laboratories Pty Ltd

Site

ARTL Albury

Accreditation No.

4679

Site No.

23954

Date of Accreditation

10 Jul 2017

Address

1/60 Boronia Street
North Albury, NSW 2640
Australia

aitkenrowe.com.au

Contact

Mr Jamie Piva P: +61 0400458439

Availability

Services available to external clients

Scope of Accreditation

Print scopes
ARTL Albury

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 Crushed faces

RMS (NSW) Method T239

TfNSW TS 02799.36
Bulk density Uncompacted

AS 1141.4, RMS (NSW) Method T211

TfNSW TS 02799.10
Bulk density Compacted

AS 1141.4, RMS (NSW) Method T212

TfNSW TS 02799.11
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
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 Fine particles in road materials

AS 1141.19, RMS (NSW) Method T107;TfNSW T107;

TfNSW TS 02795.03
Shape Ratio greatest to least dimension

RMS (NSW) Method T278

TfNSW TS 02799.53
Particle size distribution Sieve analysis

AS 1141.11.1, RMS (NSW) Method T201

TfNSW TS 02799.02
Shape Proportional calliper

AS 1141.14, RMS (NSW) Method T213

TfNSW TS 02799.12
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value Not applicable AS 1141.21
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 Core

AS 1012.14, RMS (NSW) Method T310

TfNSW TS 02800.11
Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure

AS 1012 5, RMS (NSW) Method T303

TfNSW TS 02800.04
Compressive strength Cylinder

AS 1012.9, RMS (NSW) Method T306

TfNSW TS 02800.07
Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2, RMS (NSW) Method T320

TfNSW TS 02800.20
Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2, RMS (NSW) Method T317

TfNSW TS 02800.17
Specimen preparation Capping of compressive strength specimens RMS (NSW) Method T305

TfNSW TS 02800.06
Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1, RMS (NSW) Method T316

TfNSW TS 02800.16
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
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 manufacture and curing In-situ manufacture and curing of drying shrinkage specimens; Moist curing drying shrinkage specimens in the laboratory

AS 1012.8.4
Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14
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
Fine particles in road materials

RMS (NSW) Method T107;TfNSW T107;

TfNSW TS 02795.03
Liquid limit Casagrande one point

AS 1289.3.1.2
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
Moisture content Drying oven AS1289.2.1.1, RMS (NSW) T120
Moisture content Hot plate

RMS (NSW) Method T121

TfNSW TS 02795.15
Sieve analysis Not applicable

AS 1289.3.6.1, RMS (NSW) Method T106;TfNSW T106;

TfNSW TS 02795.02
Linear shrinkage Not applicable

AS 1289.3.4.1, RMS (NSW) Method T113;TfNSW T113;

TfNSW TS 02795.08
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
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
Maximum dry density RMS (NSW) Method T164

TfNSW TS 02795.26
Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162

TfNSW TS 02795.24
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable AS 1289.5.4.2
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 Density - In-situ Nuclear gauge

AS 1289.5.8.1, RMS (NSW) Method T173

TfNSW TS 02795.36
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
Dry density ratio Calculation AS 1289.5.4.1
Relative compaction

RMS (NSW) Method T166

TfNSW TS 02795.28
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 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
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
Soil pre-treatment Repeated compaction pre-treatment RC (Vic) Method 301.05
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
Sample collection Aggregates Not applicable Aggregate from a conveyor belt; Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1
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
Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1
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
Not applicable Undisturbed soil sampling by open-drive sampler

AS 1289.1.3.1, RMS (NSW) Method T100

TfNSW TS 02794.01
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.

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