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 | Fine particles in road materials; Sieve analysis | AS 1141.11.1, AS 1141.19, RMS (NSW) Method T107;TfNSW T107;, RMS (NSW) Method T201, 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, RMS (NSW) Method T301, 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 | RMS (NSW) Method T377, RMS (NSW) Method T378 TfNSW TS 02800.51,TfNSW TS 02800.52 | |
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Core; Cube; Cylinder | AS 1012.9, AS 1012.14 (clause 6.5), RMS (NSW) Method T305, RMS (NSW) Method T306, RMS (NSW) Method T310, RMS (NSW) Method T375 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, RMS (NSW) Method T316, RMS (NSW) Method T317 TfNSW TS 02800.16,TfNSW TS 02800.17 | |||
| Flexural strength | Modulus of rupture | AS 1012.11, RMS (NSW) Method T328 TfNSW TS 02800.25 | |||
| Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2, RMS (NSW) Method T320 TfNSW TS 02800.20 | |||
| Indirect tensile strength | Brazil | AS 1012.10, RMS (NSW) Method T315, DIN 1048 Part 5 (1991) TfNSW TS 02800.15 | |||
| Bleeding | In situ analysis - Freshly mixed concrete | AS 1012.6, RMS (NSW) Method T313 TfNSW TS 02800.13 | |||
| Mass per unit volume - Fresh concrete | In situ measurement using fixed volume measure | AS 1012.5, RMS (NSW) Method T303 TfNSW TS 02800.04 | |||
| 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, RMS (NSW) Method T304, RMS (NSW) Method T310, RMS (NSW) Method T312 (clauses 1 to 8 only), RMS (NSW) Method T327, RMS (NSW) Method T367, RMS (NSW) Method T368, 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 | RMS (NSW) Method T160, RMS (NSW) Method T199;TfNSW T199; 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 | RMS (NSW) Method T240 TfNSW TS 02799.37 | |
| Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Density; Porosity | Buoyancy; Callipers | AS 4133.2.1.1, AS 4133.2.1.2 | |
| Point load strength index | Not applicable | AS 4133.4.1, RMS (NSW) Method T223, TfNSW TS 02799.21 | |||
| Moisture content | Drying oven | AS 4133.1.1.1 | |||
| 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 | RMS (NSW) Method T222, 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; Casagrande four point; Casagrande one point; 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, RMS (NSW) Method T106;TfNSW T106;, RMS (NSW) Method T107;TfNSW T107;, RMS (NSW) Method T108;TfNSW T108;TfNSW T105;, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;, RMS (NSW) Method T113;TfNSW T113;, RMS (NSW) Method T120 TfNSW TS 02795.01,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, RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T130, RMS (NSW) Method T164 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 1289.5.3.2, AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1, AS 1289.5.8.1, RMS (NSW) Method T119, RMS (NSW) Method T162, RMS (NSW) Method T166, RMS (NSW) Method T173 TfNSW TS 02795.13,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, RMS (NSW) Method T190 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, RMS (NSW) Method T161 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, RMS (NSW) Method T117 TfNSW TS 02795.11 | |
| Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Flexible wall permeameter | AS 1289.6.7.3 | |
| 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, RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T103;TfNSW T103;TfNSW T105;, RMS (NSW) Method T105 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 | RMS (NSW) Method T116, RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 | |
| Evaluation of geotechnical and civil construction material - Soil triaxial strength | Soils | Triaxial strength | Triaxial undrained without pore water pressure measurement | AS 1289.6.4.1 | |
| Triaxial strength | Triaxial undrained with pore water pressure measured | AS 1289.6.4.2 | |||
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1, RMS (NSW) Method T100 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), RMS (NSW) Method T300, RMS (NSW) Method T375 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, RMS (NSW) Method T100 TfNSW TS 02794.01 |
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Accreditation No.
431
Site No.
21846
Print date
27 Nov 2024