National Association of Testing Authorities, Australia
Scope of Accreditation
Coffey Testing Pty Ltd
Site
Adelaide Laboratory
Accreditation No.
431
Site No.
1151
Date of Accreditation
16 Apr 1975
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 | Los Angeles machine value | AS 1141.23 | |
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt; Light particles contaminants; Organic impurities; Weak particles contaminants | Colour test; Segregation by density; Settling; Sieve analysis | AS 1141.31, AS 1141.32, AS 1141.33, AS 1141.34 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density | Compacted; Uncompacted | AS 1141.4 | |
Shape | Average least dimension; Elongation; Flakiness; Proportional calliper; Ratio greatest to least dimension | AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2, AS 1141.20.3; DPTI (SA) Method TP240, DPTI (SA) Method TP241, DPTI (SA) Method TP244 | |||
Particle density of coarse aggregate; Particle density of fine aggregate | Weighing-in-water | AS 1141.5, AS 1141.6.1 | |||
Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm | AS 1141.11.1, AS 1141.12 | |||
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 stabilisation | Aggregates | Unconfined compressive strength | Not applicable | AS 5101.4 | |
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 properties | Concrete, grout and mortar | Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |
Compressive strength | Core; Cube; Cylinder | AS 1012.9, AS 1012.14 | |||
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 grout and mortar cube specimens in the laboratory; 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; Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of drying shrinkage 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 1012.8.4, AS 1012.14 | |
Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | In situ measurement; Laboratory measurement | AS 4133.4.1 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Description, identification and classification; Linear shrinkage; Liquid limit; Moisture content; Particle density; 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 1289.3.5.1, AS 1289.3.6.1; AS 1726 Tables 9 and 10; DPTI (SA) Method TP134, DPTI (SA) Method TP141, DPTI (SA) Method TP143 | |
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; DPTI (SA) Method TP164, DPTI (SA) Method TP166 | |
Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class; Pinhole | AS 1289.3.8.1, AS 1289.3.8.3 | |
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 | Hilf; Nuclear gauge; Sand-cone | AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1, AS 1289.5.8.1; DPTI (SA) Method TP320 | |
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 laboratory bearing properties | Soils | Bearing ratio | Estimated CBR from classification test | DPTI (SA) Method TP133 | |
Bearing ratio | Remoulded specimens; Undisturbed samples | AS 1289.6.1.1, AS 1289.6.1.2 | |||
Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Constant head for a remoulded specimen; Falling head for a remoulded specimen | AS 1289.6.7.1, AS 1289.6.7.2 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1 | |
Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Total suction | Dew point psychrometer | In-house method LDTM 04 - 1289.2.2.1 | |
Reactivity | Shrink/swell | AS 1289.7.1.1 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1; DPTI (SA) Method TP226 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | ||
Soils | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.4.1, AS 1289.1.4.2 | ||
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 |
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 Jacinth Ambrosia Mine A3 Embankment Wall Annex Facility, Site No 26968 is established from 1 December 2024 until 15 May 2025 for Tailings Dam Embankment for Iluka Resources Ltd, Contract No 4500573686. |
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.
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Accreditation No.
431
Site No.
1151
Print date
06 Dec 2024