National Association of Testing Authorities, Australia
Scope of Accreditation
Coffey Testing Pty Ltd
Site
Gympie Laboratory
Accreditation No.
431
Site No.
14930
Date of Accreditation
29 Apr 2002
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn 16 Oct 2024
Voluntary
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 | |
| 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 properties | Concrete, grout and mortar | Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |
| Compressive strength | Cube | RMS (NSW) Method T375 | |||
| Compressive strength | Cube; Cylinder | AS 1012.9, RMS (NSW) Method T375 TfNSW TS 02800.49 | |||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Manufacture and curing of grout and mortar cubes in the laboratory | RMS (NSW) Method T375 | |
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; Manufacture and curing of grout and mortar cubes in the laboratory | AS 1012.8.1, RMS (NSW) Method T375 TfNSW TS 02800.49 | |||
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory | AS 1012.8.1 | |||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable | AS 1289.3.6.1; MR (Qld) Method Q103A; MR (Qld) Method Q103B | |
| Plastic limit | Not applicable | MR (Qld) Method Q105 | |||
| Liquid limit | Cone four point | MR (Qld) Method Q104A | |||
| Liquid limit | Cone one point | MR (Qld) Method Q104D | |||
| Plasticity index | Cone | MR (Qld) Method Q105 | |||
| Linear shrinkage | Not applicable | Q106 | |||
| Moisture content | Drying oven | AS 1289.2.1.1 | |||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | MR (Qld) Method Q144A | |
| Dry density/moisture content relationship | Modified compactive effort | MR (Qld) Method Q142B | |||
| Dry density/moisture content relationship | Standard compactive effort | MR (Qld) Method Q142A | |||
| Dry density/moisture content relationship | Rapid | MR (Qld) Method Q142C (2017) | |||
| Oversize material | Oversize material treatment | MR (Qld) Method Q143 | |||
| 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 | Field moisture content | Nuclear gauge | MR (Qld) Method Q141A; MR (Qld) NGTM Method N02 | |
| Relative compaction | Not applicable | MR (Qld) Method Q140A | |||
| Density - In situ | Sand-cone | MR (Qld) Method Q141B | |||
| Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
| Density - In situ | Nuclear gauge | MR (Qld) Method Q141A; MR (Qld) NGTM Method N01; MR (Qld) NGTM Method N03 | |||
| Characteristic field density values; Compaction control; Degree of saturation; Density - In situ; Dry density ratio; Field moisture content; Moisture ratio; Relative compaction | Calculation; Hilf; Nuclear gauge; Sand-cone | AS 1289.5.4.1, AS 1289.5.7.1, AS 1289.5.8.1, MR (Qld) Method Q020, MR (Qld) Method Q140A, MR (Qld) Method Q141A, MR (Qld) Method Q141B , MR (Qld) Method Q143, MR (Qld) Method Q146, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02, MR (Qld) NGTM Method N03 | Mobile capability - compaction control, dry density ratio, moisture ratio, density in-situ, field moisture content | ||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B | |
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Laboratory stabilisation of soil | Cement | MR (Qld) Method Q135A | Mobile capability - Preparation only |
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | MR (Qld) Method Q060, MR (Qld) Method Q061 | |
| Not applicable | Site selection by spot sampling | MR (Qld) Method Q061 | |||
| Concrete, grout and mortar | Not applicable | Fresh concrete from deposited concrete | AS 1012.1, RMS (NSW) Method T375 TfNSW TS 02800.49 | ||
| Soils | Not applicable | Site selection - Random stratified sampling | AS 1289.1.4.2; MR (Qld) Method Q050 | ||
| Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling | AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050, MR (Qld) Method Q061 | |||
| Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling in situ | AS 1289.1.2.1, MR (Qld) Method Q060 |
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.
14930
Print date
12 Dec 2024