
National Association of Testing Authorities, Australia
Scope of Accreditation
Coffey Testing Pty Ltd
Site
Sydney Laboratory
Accreditation No.
431
Site No.
21846
Date of Accreditation
22 Jul 2013
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 properties | Aggregates | Particle size distribution | Sieve analysis | AS 1141.11.1, TfNSW TS 02795.03,TfNSW TS 02799.02 | |
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ | Concrete, grout and mortar | Compactibility index; Expansion and bleeding; Flow of grout; Slump flow; Vebe value | Cone; J-ring; Not applicable | AS 1012.3.1, AS 1012.3.3, AS 1012.3.4, ASTM C939-10, ASTM C940-10, ASTM Method C1611, ASTM Method C1621 TfNSW TS 02800.02 | |
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar permeability | Concrete, grout and mortar | Permeability | Flow rate (no fines concrete); Voids - No fines concrete | TfNSW TS 02800.51,TfNSW TS 02800.52 | |
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Bleeding | In situ analysis - Freshly mixed concrete | AS 1012.6, TfNSW TS 02800.13 | |
| Compressive strength | Core; Cube; Cylinder | AS 1012.9, AS 1012.14 (clause 6.5), TfNSW TS 02800.06,TfNSW TS 02800.07,TfNSW TS 02800.11,TfNSW TS 02800.49 | |||
| Uniformity of mixing | Not applicable | AS 1379 Clause 1.8.2, Appendix A | |||
| Mass per unit volume - Hardened concrete | Dimensions; Water displacement | AS 1012.12.1, AS 1012.12.2, TfNSW TS 02800.16,TfNSW TS 02800.17 | |||
| Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2, TfNSW TS 02800.20 | |||
| Mass per unit volume - Fresh concrete | In situ measurement using fixed volume measure | AS 1012.5, TfNSW TS 02800.04 | |||
| Indirect tensile strength | Brazil | AS 1012.10, DIN 1048 Part 5 (1991) TfNSW TS 02800.15 | |||
| Flexural strength | Modulus of rupture | AS 1012.11, TfNSW TS 02800.25 | |||
| Fibre content in fresh concrete | Not applicable | I.S. EN 14721 Method B | |||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning; Specimen manufacture; Specimen manufacture and curing | Curing cylinder specimens in the laboratory; Dry conditioning of hardened concrete core specimens; Field simulated curing of moulded concrete specimens; In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of drying shrinkage specimens; In situ manufacture and curing of flexural strength specimens; In situ manufacture and curing of grout and mortar cubes; Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of drying shrinkage specimens in the laboratory; Manufacture and curing of fibre reinforced specimens in the field; Manufacture and curing of flexural strength specimens in the laboratory; Manufacture and curing of grout and mortar cubes in the laboratory; Wet conditioning of hardened concrete core specimens | AS 1012.8.1, AS 1012.8.2, AS 1012.8.4, AS 1012.14, ASTM C1550 Appendix A TfNSW TS 02800.05,TfNSW TS 02800.11,TfNSW TS 02800.12,TfNSW TS 02800.24,TfNSW TS 02800.42,TfNSW TS 02800.43 | |
| Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring | TfNSW TS 02795.22,TfNSW TS 02795.55 | |
| Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Texture depth | Sand patch | TfNSW TS 02799.37 | |
| Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Moisture content | Drying oven | AS 4133.1.1.1 | |
| Point load strength index | Not applicable | AS 4133.4.1, TfNSW TS 02799.21 | |||
| Density; Porosity | Buoyancy; Callipers | AS 4133.2.1.1, AS 4133.2.1.2 | |||
| Evaluation of geotechnical and civil construction material - Rock strength and deformation | Rocks | Compressive strength; Deformation | Load rate controlled; Strain rate controlled | AS 4133.4.2.1, AS 4133.4.2.2, AS 4133.4.3.1, AS 4133.4.3.2 | |
| Indirect tensile strength | Brazil | TfNSW TS 02799.20 | |||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Fine particles in road materials; Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis | Casagrande; Drying oven | AS 1289.2.1.1, AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.4.1,AS 1289.3.6.1, TfNSW TS 02795.02,TfNSW TS 02795.03,TfNSW TS 02795.04,TfNSW TS 02795.05,TfNSW TS 02795.08,TfNSW TS 02795.14 | |
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship; Minimum and maximum dry density | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2, AS 1289.5.5.1, TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02796.01,TfNSW TS 02795.26 | |
| 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 | Compaction control; Density index; Field moisture content; Impact strength - In situ; Moisture ratio; Relative compaction | Hilf; Nuclear gauge | AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1, AS 1289.5.8.1, TfNSW TS 02795.24,TfNSW TS 02795.28,TfNSW TS 02795.36 | |
| Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer | AS 1289.3.6.3, TfNSW TS 02795.48 | |
| 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, 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, TfNSW TS 02795.11 | |
| 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 | |
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | TfNSW TS 02795.10,TfNSW TS 02796.02 | |
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1, TfNSW TS 02794.01 | |
| Concrete, grout and mortar | Not applicable | Fresh concrete from deposited concrete; Hardened concrete by coring | AS 1012.1, AS 1012.14 (clause 6.2), TfNSW TS 02800.01,TfNSW TS 02800.49 | ||
| Soils | Not applicable | Disturbed sampling from earthwork; 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, TfNSW TS 02794.01 |
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Accreditation No.
431
Site No.
21846
Print date
27 Oct 2026