Aitken Rowe Testing Laboratories Pty Ltd

Site

ARTL Griffith

Accreditation No.

4679

Site No.

13032

Date of Accreditation

31 Jul 1997

Address

17b Battista Street
Griffith, NSW 2680
Australia

aitkenrowe.com.au

Contact

Mr Michael Scremin P: +61 (02) 69645551

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

Shape Crushed faces

RMS (NSW) Method T239

Particle size distribution Fine particles in road materials

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

Shape Average least dimension

AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235, RMS (NSW) Method T275

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12, RMS (NSW) Method T203

Particle size distribution Sieve analysis

AS 1141.11.1, RMS (NSW) Method T201

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22, RMS (NSW) Method T215
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

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

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

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

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

Liquid limit Casagrande one point

AS 1289.3.1.2

Liquid limit Casagrande four point

AS 1289.3.1.1, RMS (NSW) Method T108;TfNSW T108;TfNSW T105;

Plasticity index Casagrande; Cone

AS 1289.3.3.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

Linear shrinkage Not applicable

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

Plastic limit Not applicable

AS 1289.3.2.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

Fine particles in road materials Not applicable

RMS (NSW) Method T107;TfNSW T107;

Sieve analysis Not applicable

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

Moisture content Drying oven

AS 1289.2.1.1, RMS (NSW) Method T120

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Maximum dry density Not applicable RMS (NSW) Method T164
Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1, RMS (NSW) Method T112

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130

Minimum and maximum dry density Not applicable AS 1289.5.5.1
Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162

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

Relative compaction Not applicable

RMS (NSW) Method T166

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

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
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Compressive strength Uniaxial maximum dry RMS (NSW) Method T114
Bearing ratio Remoulded specimens

AS 1289.6.1.1, RMS (NSW) Method T117

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment

RMS (NSW) Method T103;TfNSW T103;TfNSW T105;

Soil pre-treatment Not applicable

AS 1289.1.1, RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T105

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

RMS (NSW) Method T116, RMS (NSW) Method T131

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

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

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.