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

Availability

Services available to external clients

Scope of Accreditation

Tuggerah Laboratory

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

TfNSW TS 02799.51

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted

AS 1141.4, TfNSW TS 02799.10

Particle size distribution Sieve analysis

AS 1141.11.1, TfNSW TS 02799.02

Particle size distribution Fine particles in road materials

AS 1141.19

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12, TfNSW TS 02799.04

Shape Proportional calliper

AS 1141.14, TfNSW TS 02799.12

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1, TfNSW TS 02799.08

Shape Average least dimension

AS 1141.20.1

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, 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

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

Compressive strength Core

AS 1012.14, TfNSW TS 02800.11

Compressive strength Cylinder

AS 1012.9

Compressive strength Cube

AS 1012.9, TfNSW TS 02800.49

Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS1012.12.1, AS 1012.12.2

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 grout and mortar cubes in the laboratory

TfNSW TS 02800.49

Specimen manufacture and curing Manufacture and curing of drying shrinkage specimens in the laboratory

AS 1012.8.4

Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14, TfNSW TS 02800.11

Specimen manufacture and curing Manufacture and curing of flexural strength specimens in the laboratory

AS 1012 8.2, TfNSW TS 02800.24

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

AS 1012 8.1, TfNSW TS 02800.05

Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable

AS 1289.3.4.1, TfNSW TS 02795.08

Liquid limit Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2, TfNSW TS 02795.04

Moisture content Drying oven

AS 1289.2.1.1, TfNSW TS 02795.14

Plasticity index Casagrande

AS 1289.3.3.1, TfNSW TS 02795.05

Fine particles in road materials Not applicable

TfNSW TS 02795.03

Sieve analysis Not applicable

AS 1289.3.6.1, TfNSW TS 02795.02

Plastic limit Not applicable

AS 1289.3.2.1, TfNSW TS 02795.05

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1, TfNSW TS 02795.07

Dry density/moisture content relationship Standard compactive effort

AS 1289 5.1.1, TfNSW TS 02795.06,TfNSW TS 02796.01

Dry density/moisture content relationship Three compaction point TfNSW TS 02795.24
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; Sand pouring apparatus; Sand-cone

AS 1289.5.3.1, TfNSW TS 02795.13, 

Dry density ratio Calculation

AS 1289.5.4.1

Relative compaction Not applicable

TfNSW TS 02795.28

Compaction control Hilf

AS 1289.5.7.1

Density - In situ; Dry density ratio Nuclear gauge

AS 1289.5.8.1, TfNSW TS 02795.36

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 Bearing ratio Remoulded specimens AS 1289.6.1.1, TfNSW TS 02795.11
Compressive strength Uniaxial maximum dry TfNSW TS 02795.09, TfNSW TS 02795.10, TfNSW TS 02796.02
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment; Not applicable; Repeated compaction pre-treatment

AS 1289.1.1, TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
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, TfNSW TS 02800.01

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.