SGS Australia Pty Ltd

Site

Perth Laboratory

Accreditation No.

2418

Site No.

2411

Date of Accreditation

30 Jun 1988

Address

111 Mulgul Road
Malaga, WA 6090
Australia

sgs.com.au

Contact

Mr Christopher Howard P: +61 0418604559

Availability

Services available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Establishment of annex facilities Materials defined by all or some for which the site is accredited Determinations defined by all or some for which the site is accredited Techniques defined by all or some for which the site is accredited
Evaluation of geotechnical and civil construction material - Aggregate abrasion Aggregates Abrasion resistance Resistance to wear by attrition AS 1141.27
Abrasion resistance Los Angeles machine value MRWA Method WA220.2
Abrasion resistance Los Angeles machine value AS 1141.23; MR WA Method WA220.1
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion Aggregates Resistance to stripping Plate test

AS 1141.50

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Light particles contaminants Segregation by density

AS 1141.31

Weak particles contaminants Sieve analysis

AS 1141.32

Organic impurities Colour test

AS 1141.34

Clay and fine silt Settling

AS 1141.33

Light stone contaminants Visual assessment of stone colour

MRWA Method WA250.1

Foreign material in recycled aggregate Manual classification

RMS (NSW) Method T276

Evaluation of geotechnical and civil construction material - Aggregate polishing Aggregates Polished aggregate friction value Pendulum friction test AS 1141.42
Polished aggregate friction value Vertical wheel AS 1141.40
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Moisture content Drying oven

MRWA Method WA212.1

Bulk density Uncompacted

AS 1141.4; RMS (NSW) Method T211

Particle density of coarse aggregate Weighing-in-water

AS 1141.5; RMS (NSW) Method T210

Shape Flakiness

AS 1141.15; MRWA Method WA216.1

Particle size distribution Sieve analysis

AS 1141.11.1; RMS (NSW) Method T201

Particle density of fine aggregate Weighing-in-water

AS 1141.6.1; RMS (NSW) Method T209

Particle size distribution Fine particles in road materials

MRWA WA210.1

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; AS 1141.20.2; 

MRWA Method WA 215.1

Moisture content Microwave oven

MRWA Method WA212.2

Shape Crushed faces

AS 1141.18

Bulk density Compacted

AS 1141.4; RMS (NSW) Method T212

Shape Proportional calliper

AS 1141.14; RMS (NSW) Method T213

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Exposure to sodium sulfate solution AS 1141.24
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value; Wet/dry strength variation Not applicable AS 1141.21, AS 1141.22
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 performance Concrete, grout and mortar Flexural toughness of fibre reinforced concrete and shotcrete Not applicable ASTM C1550 (clauses 1-6, 7.1, 8-13, annexure only)
SGS In house method # 15
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar permeability Concrete, grout and mortar Permeability Volume change with water absorption - Permeable voids AS 1012.21
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Flexural strength Modulus of rupture

AS 1012.11

Compressive strength Core

AS 1012.14

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1
SGS In house Method # 2

Fibre count in shotcrete from round determinate panels Not applicable SGS In house method # 15
Compressive strength Cylinder

AS 1012.9

Compressive strength Cube

AS 1012.9
SGS In-house method # 18

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing In-situ manufacture and curing of grout and mortar cubes

AS 1012.8.3

Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14

Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Masonry, concrete and clay unit properties Masonry, concrete and clay units Permeability Not applicable

AS 4456.16

Water absorption Not applicable

AS 4456.14

Estimated modulus of rupture Not applicable

AS 4456.5

Efflorescence Not applicable

AS 4456.6

Breaking load Not applicable

RLBMA Section 3 Appendix A

Compressive strength Not applicable

AS 3700 Appendix C;
AS 4456.4

Dry density Not applicable

AS 4456.8

Moisture Not applicable

AS 4456.8

Geometry Not applicable

AS 4456.2

Evaluation of geotechnical and civil construction material - Rock properties Rocks Porosity Not applicable

AS 4133.2.1.2; AS 4133.2.1.1

Compressive strength Uniaxial load rate controlled

AS 4133.4.2.1;

RMS (NSW) Method T229

Moisture content Drying oven

AS 4133.1.1.1

Deformation Strain rate controlled

AS 4133.4.3.2

Slake durability index Not applicable

AS 4133.3.4

Point load strength index Not applicable

AS 4133.4.1

Indirect tensile strength Brazil

ISRM Suggested Methods for Determining Tensile Strength of Rock Material - March 1977(Part 2).

Compressive strength Uniaxial strain rate controlled

AS 4133.4.2.2

Deformation Load rate controlled

AS 4133.4.3.1

Evaluation of geotechnical and civil construction material - Soil chemical properties Soils Calcium carbonate content Not applicable MRWA Method WA915.1
Organic matter Loss on ignition (LOI) ASTM D2974
Evaluation of geotechnical and civil construction material - Soil classification Soils Fine particles in road materials Not applicable

RMS (NSW) Method T107;TfNSW T107;

Cone plasticity index Not applicable

AS 1289.3.3.2

Plasticity index Cone

MRWA Method WA122.1

Sieve analysis Not applicable

AS 1289.3.6.1; RMS (NSW) Method T106;TfNSW T106;; MRWA Method WA115.1; MRWA Method WA115.2

Moisture content Microwave oven

MRWA Method WA110.2

Particle density Not applicable

AS 1289.3.5.1

Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.1.1;  AS 1289.3.1.2; AS 1289.3.9.1; AS 1289.3.9.2;

MRWA Method WA120.1; MRWA Method WA120.2;

RMS (NSW) Method T108;TfNSW T108;TfNSW T105;

Plasticity index Casagrande

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

Plastic limit Not applicable

AS 1289.3.2.1; 

MRWA WA 120.1; MRWA WA 121.1;

RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

Linear shrinkage Not applicable

AS 1289.3.4.1; MRWA Method WA123.1; RMS (NSW) Method T113;TfNSW T113;

Moisture content Drying oven

AS 1289.2.1.1; RMS (NSW) Method T120; MRWA Method WA110.1

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

AS 1289.5.1.1; MRWA Method WA132.1; MRWA Method WA132.2; RMS (NSW) Method T111; RMS (NSW) Method T130

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1; MRWA Method WA133.1; MRWA Method WA133.2; RMS (NSW) Method T112

Evaluation of geotechnical and civil construction material - Soil consolidation Soils Consolidation One-dimensional AS 1289.6.6.1
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Percentage (%) AS 1289.3.8.2
Dispersion Emerson class AS 1289.3.8.1
Dispersion Pinhole AS 1289.3.8.3
Evaluation of geotechnical and civil construction material - Soil electrical properties Soils Electrical resistance Not applicable AS 1289.4.4.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control; Density - In-situ; Dry density ratio Hilf; Nuclear gauge; Sand-cone; Statistical selection of reference values

AS 1289.5.3.1; AS 1289.5.4.3; AS 1289.5.7.1; AS 1289.5.8.1;

MRWA WA 324.1; MRWA WA 324.2;
RMS (NSW) Method T162; RMS (NSW) Method T166; RMS (NSW) Method T173
Dry density ratio Calculation

AS 1289.5.4.1; MRWA Method WA134.1; MRWA Method WA136.1

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; 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 MRWA Method WA140.1
Bearing ratio Remoulded specimens AS 1289.6.1.1; RMS (NSW) Method T117; RMS (NSW) Method T132; MRWA Method WA141.1
Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289.4.3.1;


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;; RMS (NSW) Method T103;TfNSW T103;TfNSW T105;; RMS (NSW) Method T105;
MRWA Method WA105.1

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 shear strength Soils Shear strength Direct shear force AS 1289.6.2.2
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

AS 5101.4;
MRWA WA143.1

Evaluation of mechanical performance of pedestrian and impact attenuation surfaces Pedestrian surfaces Slip resistance Wet pendulum AS 4586 (Appendix A)
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1; MRWA Method WA200.1

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete; Hardened concrete by coring

AS 1012.1; AS 1012.14

Soils Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2; MRWA Method WA0.1; MRWA Method WA100.1

Not applicable Site selection - Random sampling

AS 1289.1.4.1; MRWA Method WA100.1

Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ

AS 1289.1.2.1; MRWA Method WA100.1

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility Materials defined by all or some for which the site is accredited Determinations defined by all or some for which the site is accredited Techniques defined by all or some for which the site is accredited Abydos - Miralga Creek Annex Facility, Site No 25731 is established from 04 October 2021 until 30 April 2022 for Atlas Iron Pty Ltd for provision of civil construction test services for the Abydos-Miralga Creek Hall Road Construction Project, contract number PO: 30006240.

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility Materials defined by all or some for which the site is accredited Determinations defined by all or some for which the site is accredited Techniques defined by all or some for which the site is accredited Telfer Mine TSF8 Annex Facility, Site No 25461 is established from 04 January 2021 until 31 October 2021 for WBHO Infrastructure Pty Ltd for provision of test services for the TSF8 Starter Embankment Construction Project, contract number SGS-20P-P056.

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.