
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 |
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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 |
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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 |
|
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 |
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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 |
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Particle density of coarse aggregate; Particle density of fine aggregate | Weighing-in-water |
AS 1141.5, AS 1141.6.1, RMS (NSW) Method T210 |
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Moisture content | Drying oven |
RMS (NSW) Method T262 |
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Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22, RMS (NSW) Method T215 | |
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 |
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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 |
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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 |
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Indirect tensile strength | Brazil |
AS 1012.10, RMS (NSW) Method T315 |
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Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2, RMS (NSW) Method T320 |
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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 | 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 1012.14, RMS (NSW) Method T304, RMS (NSW) Method T310, RMS (NSW) Method T327 |
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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 |
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Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Skid resistance | British pendulum portable tester |
AS 1141.42 |
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Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Laboratory measurement | AS 4133.4.1, RMS (NSW) Method T223 | |
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 |
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 |
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 |
mobile capability - compaction control, dry density ratio, moisture ratio, field moisture content, density in-situ |
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 in-situ penetration | Soils | Penetration in-situ | Dynamic cone | AS 1289.6.3.2, RMS (NSW) Method T161 | |
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 | |
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 |
mobile capability |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
RMS (NSW) Method T116, RMS (NSW) Method T131 |
Mobile capability - Preparation only |
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
AS 1141.3.1 |
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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 |
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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 |
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
13 Aug 2022