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National Association of Testing Authorities, Australia
Scope of Accreditation
SGS Australia Pty Ltd
Site
Perth Laboratory
Accreditation No.
2418
Site No.
2411
Date of Accreditation
30 Jun 1988
Contact
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 | 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 | |||
Light particles contaminants | Segregation by density | AS 1141.31 | |||
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 | |
Moisture content | Microwave oven | MRWA Method WA212.2 | |||
Shape | Average least dimension | AS 1141.20.1; AS 1141.20.2; MRWA Method WA 215.1 | |||
Shape | Crushed faces | AS 1141.18 | |||
Bulk density | Compacted | AS 1141.4 | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 | |||
Bulk density | Uncompacted | AS 1141.4 | |||
Particle size distribution | Fine particles in road materials | MRWA WA210.1 | |||
Particle density of fine aggregate | Weighing-in-water | AS 1141.5; RMS (NSW) Method T210 | |||
Shape | Flakiness | AS 1141.15; MRWA Method WA216.1 | |||
Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
Shape | Proportional calliper | AS 1141.14 | |||
Particle size distribution | Sieve analysis | AS 1141.11.1 | |||
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 | Fibre count in shotcrete from round determinate panels | Not applicable | SGS In house method # 15 | |
Compressive strength | Cylinder | AS 1012.9 | |||
Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |||
Compressive strength | Core | AS 1012.14 | |||
Flexural strength | Modulus of rupture | AS 1012.11 | |||
Compressive strength | Cube | AS 1012.9 | |||
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 cylindrical specimens | AS 1012.8.1 | |
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 | |||
Evaluation of geotechnical and civil construction material - Masonry, concrete and clay unit properties | Masonry, concrete and clay units | 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; | |||
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 | |
Point load strength index | Not applicable | AS 4133.4.1 | |||
Moisture content | Drying oven | AS 4133.1.1.1 | |||
Slake durability index | Not applicable | AS 4133.3.4 | |||
Evaluation of geotechnical and civil construction material - Rock strength and deformation | Rocks | Compressive strength | Uniaxial load rate controlled | AS 4133.4.2.1 | |
Deformation | Strain rate controlled | AS 4133.4.3.2 | |||
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 | 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; 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 | |||
Plasticity index | Casagrande | AS 1289.3.3.1 | |||
Plastic limit | Not applicable | AS 1289.3.2.1; MRWA WA 120.1; MRWA WA 121.1; | |||
Moisture content | Drying oven | AS 1289.2.1.1; MRWA Method WA110.1 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1; MRWA Method WA123.1 | |||
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 | |
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 | |||
Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class | AS 1289.3.8.1 | |
Dispersion | Pinhole | AS 1289.3.8.3 | |||
Dispersion | Percentage (%) | AS 1289.3.8.2 | |||
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 | |
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; 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; TfNSW TS 02794.02 | |
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; | |
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 |
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.
Accreditation No.
2418
Site No.
2411
Print date
31 Aug 2024