National Association of Testing Authorities, Australia
Scope of Accreditation
Coffey Testing Pty Ltd
Site
Canberra Laboratory
Accreditation No.
431
Site No.
606
Date of Accreditation
19 Dec 1966
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 contaminants | Aggregates | Clay and fine silt; Foreign material in recycled aggregate; Organic impurities; Weak particles contaminants | Colour test; Manual classification; Settling | AS 1141.32, AS 1141.33, AS 1141.34, RMS (NSW) Method T260, RMS (NSW) Method T268, RMS (NSW) Method T276 TfNSW TS 02799.38,TfNSW TS 02799.43,TfNSW TS 02799.51 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density | Compacted; Uncompacted | AS 1141.4, RMS (NSW) Method T211, RMS (NSW) Method T212 TfNSW TS 02799.10,TfNSW TS 02799.11 | |
Moisture content | Drying oven | RMS (NSW) Method T262 TfNSW TS 02799.39 | |||
Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm | AS 1141.11.1, AS 1141.12, RMS (NSW) Method T201, RMS (NSW) Method T203 TfNSW TS 02799.02,TfNSW TS 02799.04 | |||
Shape | Average least dimension; Crushed faces; Flakiness; Proportional calliper | AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2, AS 1141.20.3, RMS (NSW) Method T213, RMS (NSW) Method T235, RMS (NSW) Method T239, RMS (NSW) Method T275 TfNSW TS 02799.12,TfNSW TS 02799.32,TfNSW TS 02799.36,TfNSW TS 02799.50 | |||
Particle density of coarse aggregate; Particle density of fine aggregate | Weighing-in-water | AS 1141.5, AS 1141.6.1, RMS (NSW) Method T210 TfNSW TS 02799.09 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22, RMS (NSW) Method T215 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, RMS (NSW) Method T301 TfNSW TS 02800.02 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Core; Cylinder | AS 1012.9, AS 1012.14, RMS (NSW) Method T305, RMS (NSW) Method T306 TfNSW TS 02800.06,TfNSW TS 02800.07 | |
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 | |||
Indirect tensile strength | Brazil | AS 1012.10, RMS (NSW) Method T315 TfNSW TS 02800.15 | |||
Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2, RMS (NSW) Method T320 TfNSW TS 02800.20 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning; Specimen manufacture and curing | Curing grout and mortar cube specimens in the laboratory; Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of flexural strength specimens in the laboratory; Wet conditioning of hardened concrete core specimens | AS 1012.8.1, AS 1012.8.2, AS 1012.8.3, AS 1012.14, RMS (NSW) Method T304, RMS (NSW) Method T310, RMS (NSW) Method T327 TfNSW TS 02800.05,TfNSW TS 02800.11,TfNSW TS 02800.24 | |
Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring | RMS (NSW) Method T160, TfNSW T199 TfNSW TS 02795.22,TfNSW TS 02795.55 | |
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Skid resistance | British pendulum portable tester | AS 1141.42 | |
Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Laboratory measurement | AS 4133.4.1, RMS (NSW) Method T223 TfNSW TS 02799.21 | |
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; Microwave oven | AS 1289.2.1.1; AS 1289.2.1.4; 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 T105, RMS (NSW) Method T106 (2012), TfNSW T106, RMS (NSW) Method T107 (2012), TfNSW T107, RMS (NSW) Method T108 (2012), TfNSW T108, RMS (NSW) Method T109 (2012), TfNSW T109, RMS (NSW) Method T113 (2012), TfNSW T113, RMS (NSW) Method T120, RMS (NSW) Method T127, RMS (NSW) Method T180 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,TfNSW TS 02795.19,TfNSW TS 02795.39 | mobile capability - moisture content - drying oven |
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 129.5.4.2, 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 | mobile capability - dry density/moisture content relationship; assignment of OMC/MDD |
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 - In-situ; Density index; Dry density ratio; Field moisture content; Moisture ratio | Calculation; Hilf; Nuclear gauge | AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1, AS 1289.5.8.1, RMS (NSW) Method T162, RMS (NSW) Method T166, RMS (NSW) Method T173 TfNSW TS 02795.24,TfNSW TS 02795.28,TfNSW TS 02795.36 | mobile capability - compaction control, dry density ratio, moisture ratio, field moisture content, density in-situ |
Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone | AS 1289.6.3.2, 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 pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Not applicable; Repeated compaction pre-treatment | AS 1289.1.1, RMS (NSW) Method T102 (2012), TfNSW T102, RMS (NSW) Method T103 (2012), TfNSW T103, TfNSW T105 TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01 | mobile capability |
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 | Mobile capability - Preparation only |
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Hardened concrete by coring | AS 1012.1, AS 1012.14, RMS (NSW) Method T300 TfNSW TS 02800.01 | ||
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 |
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 | The Eurobodalla Southern Range Annex Facility, Site No. 26202 is established from 13 February 2023 until 1 May 2025 for the Eurobodalla Southern Storage Project for Haslin Constructions Pty Ltd. Contract No. 234-028. |
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.
431
Site No.
606
Print date
10 Oct 2024