National Association of Testing Authorities, Australia
Scope of Accreditation
Coffey Testing Pty Ltd
Site
Brisbane Laboratory
Accreditation No.
431
Site No.
589
Date of Accreditation
19 Sep 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 |
---|---|---|---|---|---|
Accreditation is held to establish new branch sitesNorth Brisbane Branch Laboratory, Site Number 25812 | 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 | ||
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; Resistance to wear by attrition | AS 1141.23, MR (Qld) Method Q229A, MR (Qld) Method Q229B | |
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion | Aggregates | Degree of precoating | Not applicable | MR (Qld) Method Q216 | |
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt; Light particles contaminants; Organic impurities; Sugar; Weak particles contaminants | Colour test; Settling; Sieve analysis | AS 1141.31, AS 1141.32, AS 1141.33, AS 1141.34, AS 1141.35 | |
Evaluation of geotechnical and civil construction material - Aggregate polishing | Aggregates | Polished aggregate friction value | Pendulum friction test; Vertical wheel | AS 1141.40, AS 1141.42, MR (Qld) Method Q203 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of coarse aggregate; Particle density of fine aggregate | Weighing-in-water | AS 1141.5, AS 1141.6.1 | |
Shape | Average least dimension; Crushed faces; Flakiness; Proportional calliper | AS 1141.14, AS 1141.15, AS 1141.18, AS 1141.20.3, MR (Qld) Method Q201 | |||
Bulk density | Compacted; Uncompacted | AS 1141.4 | |||
Particle size distribution | Fine particles in road materials; Sieve analysis; Sieve analysis of material finer than 2 ?m; Sieve analysis of material finer than 75 µm | AS 1141.11.1, AS 1141.12, AS 1141.13 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Clay index; Degradation factor on coarse aggregate; Degradation factor on source rock; Exposure to sodium sulfate solution; Methylene blue value | AS 1141.24, AS 1141.25.1, AS 1141.25.2, AS 1141.25.3, AS 1141.66, MR (Qld) Method Q129, MR (Qld) Method Q208B | |
Evaluation of geotechnical and civil construction material - Aggregate stabilisation | Aggregates | Sample preparation | UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q251A, MR (Qld) Method Q251B | |
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, RMS (NSW) Method T215 TfNSW TS 02799.13 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar chemical tests | Concrete, grout and mortar | Chloride level in hardened concrete; Sulfate level in hardened concrete | Nitric acid | AS 1012.20.1 | |
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 | Compressive strength | Cube; Cylinder | AS 1012.9 | |
Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens | AS 1012.8.1 | |
Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Moisture content | Drying oven | AS 4133.1.1.1 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Apparent particle density; Cone plasticity index; Linear shrinkage; Liquid limit; Moisture content; Particle density; Plastic limit; Plasticity index; Sieve analysis; Weighted plasticity index | Casagrande four point; Casagrande one point; Cone four point; Drying oven; Fines ratio; Relative moisture content | 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 1289.3.3.2, AS 1289.3.4.1, AS 1289.3.5.1, AS 1289.3.6.1, AS 1289.3.9.1, MR (Qld) Method Q103A, MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106, MR (Qld) Method Q250, MR (Qld) Method Q252, MR (Qld) Method Q253 | 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 1289.5.4.2, AS 1289.5.5.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q144A, MR (Qld) Method Q145A | Mobile capability - dry density/moisture content relationship, assignment of OMC/MDD |
Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class; Percentage (%) | AS 1289.3.8.1, AS 1289.3.8.2 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Characteristic field density values; Compaction control; Degree of saturation; Density - In situ; Density index; Dry density ratio; Field moisture content; Moisture ratio; Relative compaction | Hilf; Nuclear gauge; Sand-cone | AS 1289.5.3.1, AS 1289.5.4.1, AS 1289.5.6.1, 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 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, MR (Qld) Method Q114B | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C | |
Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity; Chloride; Organic matter; Soluble salts; Soluble sulfate | Classical; Loss on ignition (LOI); pH | AS 1289.4.1.1, AS 1289.4.2.1, AS 1289.4.3.1, AS 1289.4.4.1, MR (Qld) Method Q120B, MR (Qld) Method Q122A, MR (Qld) Method Q122B, MR (Qld) Method Q130A, MR (Qld) Method Q130B, MR (Qld) Method Q131B | |
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 | Accelerated weathering pre-treatment; Repeated compaction pre-treatment | AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D, TfNSW T105; RMS (NSW) Method T105TfNSW TS 02795.01 | Mobile capability - soil pre-treatment |
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 | Laboratory stabilisation of soil; Sample preparation | UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q135A, MR (Qld) Method Q135B, MR (Qld) Method Q251A, MR (Qld) Method Q251B | Mobile capability - Preparation only |
Cement content | Heat of neutralisation | MR (Qld) Method Q134 | |||
Compressive strength | Uniaxial unconfined | MR (Qld) Method Q115 | Mobile capability - Preparation only | ||
Lime content; Lime demand; Lime saturation point; Stabiliser working time | Not applicable | AS 4489.6.1, MR (Qld) Method Q133, MR (Qld) Method Q136A, RMS (NSW) T144 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile; Site selection by spot sampling | AS 1141.3.1, MR (Qld) Method Q060, MR (Qld) Method Q061 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | ||
Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in-situ; Undisturbed soil sampling by open-drive sampler; Undisturbed soil sampling by rotary core sampler | AS 1289.1.2.1, AS 1289.1.3.1 | ||
Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050 |
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.
589
Print date
04 Nov 2024