Aargus Pty Ltd

Site

Tuggerah Laboratory

Accreditation No.

5452

Site No.

5445

Date of Accreditation

17 Jun 1994

Address

Unit 12, 1 Bounty Close
Tuggerah, NSW 2259
Australia

aargus.net

Contact

Mr Mark Hoveling P: +61 (02) 43530332

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 contaminants Aggregates Foreign material in recycled aggregate Manual classification

RMS (NSW) Method T276

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141 12, RMS (NSW) Method T203

Shape Average least dimension

AS 1141 20.1

Bulk density Compacted

AS 1141.4, RMS (NSW) Method T211

Particle density of coarse aggregate Weighing-in-water

AS 1141 6.1, RMS (NSW) Method T209

Shape Proportional calliper

AS 1141 14, RMS (NSW) Method T213

Particle size distribution Fine particles in road materials

AS 1141 19

Particle size distribution Sieve analysis

AS 1141.11.1, RMS (NSW) Method T201

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
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 Cube

AS 1012 9, RMS (NSW) Method T375

Air content of freshly mixed concrete Reduced air pressure

AS 1012 4.2, RMS (NSW) Methods T320

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

AS 1012 5, RMS (NSW) Method T303

Compressive strength Core

AS 1012 14, RMS (NSW) Method T310

Compressive strength Cylinder

AS 1012 9, RMS (NSW) Method T306

Specimen preparation Capping of compressive strength specimens RMS (NSW) Method T305
Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS1012.12.1, AS 1012.12.2, RMS (NSW) Method T316,  RMS (NSW) Method T317

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012 14, RMS (NSW) Method T310

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 flexural strength specimens in the laboratory

AS 1012 8.2, RMS (NSW) Method T327

Specimen manufacture and curing Manufacture and curing of cylindrical specimens in the laboratory

AS 1012 8.1, RMS (NSW) Method T304

Specimen manufacture and curing Manufacture and curing of grout and mortar cubes in the laboratory

RMS (NSW) Method T375

Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Benkelman beam

RMS (NSW) Method T160

Evaluation of geotechnical and civil construction material - Soil classification Soils Plasticity index Casagrande

AS 1289 3.3.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

Sieve analysis Not applicable

AS 1289 3.6.1, RMS (NSW) Method T106;TfNSW T106;

Plastic limit Not applicable

AS 1289 3.2.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

Linear shrinkage Not applicable

AS 1289 3.4.1, RMS (NSW) Method T113;TfNSW T113;

Fine particles in road materials Not applicable

RMS (NSW) Method T107;TfNSW T107;

Moisture content Drying oven

AS 1289 2.1.1, RMS (NSW) Method T120

Liquid limit Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2, RMS (NSW) Method T108;TfNSW T108;TfNSW T105;

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils 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

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 Dry density ratio Calculation

AS 1289 5.4.1

Relative compaction Not applicable

RMS (NSW) Method T166

Compaction control Hilf

AS 1289 5.7.1

Density - In-situ Sand pouring apparatus; Sand-cone

AS 1289 5.3.1, RMS (NSW) Method T119, T162, 173

Dry density ratio Nuclear gauge

AS 1289 5.8.1, RMS (NSW) Method T173

Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone; Perth sand penetrometer AS 1289 6.3.2, AS 1289.6.3.3
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Compressive strength Uniaxial maximum dry RMS (NSW) Method T114, RMS (NSW) Method T116,  RMS (NSW) Method T131
Bearing ratio Remoulded specimens AS 1289 6.1.1, RMS (NSW) Method 117
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289 1.1, RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, T103;TfNSW T103;TfNSW T105;, T105

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289 7.1.1
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Cement content In-situ heat of neutralisation measurement

AS 5101 4

Sample collection Aggregates Not applicable 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 Disturbed soil sampling from a stockpile

AS 1289 1.2.1

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.