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

Aitken Rowe Testing Laboratories Pty Ltd address map

Scope of Accreditation

Print scopes
ARTL Griffith

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, RMS (NSW) Method T201

TfNSW TS 02799.02

Shape Proportional calliper

AS 1141.14, RMS (NSW) Method T213

TfNSW TS 02799.12

Particle size distribution Fine particles in road materials

AS 1141.19; TfNSW Method T107;

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12, RMS (NSW) Method T203

TfNSW TS 02799.04

Shape Crushed faces

TfNSW Method T239

TfNSW TS 02799.36

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

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 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

Compressive strength Cylinder

AS 1012.9, RMS (NSW) Method T305, RMS (NSW)Method T306

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 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
Specimen manufacture and curing Manufacture and curing of drying shrinkage specimens in the laboratory AS 1012.8.4
Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Casagrande one point

AS 1289.3.1.2

Plasticity index Casagrande

AS 1289.3.3.1, TfNSW Method T109

Liquid limit Casagrande four point

AS 1289.3.1.1,TfNSW Method T108

Linear shrinkage Not applicable

AS 1289.3.4.1; ;TfNSW Method T113;

Plastic limit Not applicable

AS 1289.3.2.1, TfNSW Method T109

Moisture content Drying oven

AS 1289.2.1.1, RMS (NSW) Method T120

TfNSW TS 02795.14

Sieve analysis Not applicable

AS 1289.3.6.1,TfNSW Method T106

Fine particles in road materials Not applicable

TfNSW Method T107

Moisture content Sand bath

RMS (NSW) Method T121

TfNSW TS 02795.15

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

Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162

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

RMS (NSW) Method T166

TfNSW TS 02795.28

Density - In situ Nuclear gauge

AS 1289.5.8.1, RMS (NSW) Method T173

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, 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

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 Method T102, TfNSW Method T103

TfNSW TS 02794.02, TfNSW TS 02794.03
Soil pre-treatment Not applicable

AS 1289.1.1, RMS (NSW) Method T105

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.