National Association of Testing Authorities, Australia
Scope of Accreditation
Coffey Testing Pty Ltd
Site
Coffs Harbour Laboratory
Accreditation No.
431
Site No.
1912
Date of Accreditation
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
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| 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; Organic impurities; Weak particles contaminants | Colour test; Settling; Sieve analysis |
AS 1141.32, AS 1141.33, AS 1141.34, RMS (NSW) Method T264, RMS (NSW) Method T268 |
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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 |
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| Particle size distribution | Fine particles in road materials; Sieve analysis; Sieve analysis of material finer than 75 µm |
AS 1141.11.1, AS 1141.12, AS 1141.19, RMS (NSW) Method T107, RMS (NSW) Method T201, RMS (NSW) Method T203 |
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| Shape | Average least dimension; Crushed faces; Flakiness; Proportional calliper |
AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T213, RMS (NSW) Method T235, RMS (NSW) Method T239, RMS (NSW) Method T275 |
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| Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate | Weighing-in-water |
AS 1141.5, AS 1141.6.1, RMS (NSW) Method T209, RMS (NSW) Method T210 |
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| Soundness | Exposure to sodium sulfate solution |
AS 1141.24, RMS (NSW) Method T266 |
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| Moisture content | Drying oven |
RMS (NSW) Method T262, RMS (NSW) Method T318, RMS (NSW) Method T319 |
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| Aggregate crushing value; Wet/dry strength variation | Not applicable |
AS 1141.21, AS 1141.22, RMS (NSW) Method T205, RMS (NSW) Method T215 |
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| Evaluation of geotechnical and civil construction material - Aggregate stabilisation | Aggregates | Unconfined compressive strength | Not applicable |
AS 5101.4 |
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| 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 | Indirect tensile strength | Brazil |
AS 1012.10, RMS (NSW) Method T315 |
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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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| Wet sieving analysis | Not applicable |
RMS (NSW) Method T329 |
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| Flexural strength | Modulus of rupture |
AS 1012.11, RMS (NSW) Method T328 |
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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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| Bleeding | In-situ analysis - Freshly mixed concrete |
AS 1012.6 |
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| Compressive strength; Specimen preparation | Capping of compressive strength specimens; Core; Cube; Cylinder; Dressing of voids |
AS 1012.9, AS 1012.14, RMS (NSW) Method T305, RMS (NSW) Method T306, RMS (NSW) Method T310, RMS (NSW) Method T375, RMS (NSW) Method T368 |
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| Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure |
AS 1012.5, RMS (NSW) Method T303 |
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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 | Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; Field simulated curing of moulded concrete specimens; 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; In-situ manufacture and curing of grout and mortar cubes; Moist curing drying shrinkage specimens in the laboratory; Wet conditioning of hardened concrete core specimens |
AS 1012.8.1, AS 1012.8.2, AS 1012.8.4, AS 1012.14, RMS (NSW) Method T304, RMS (NSW) Method T310, RMS (NSW) Method T312 (except clauses 8, 9, 10), RMS (NSW) Method T327, RMS (NSW) Method T367, RMS (NSW) Method T368 |
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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, RMS (NSW) Method T199 |
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| Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Texture depth | Sand patch |
RMS (NSW) Method T240 |
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| Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable |
RMS (NSW) Method T223 |
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| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Fine particles in road materials; Linear shrinkage; Liquid limit; Moisture content; Particle density; Plastic limit; Plasticity index; Sieve analysis | Casagrande four point; Casagrande one point; Drying oven |
AS 1289.2.1.1, AS 1289.3.1.1, AS 189.3.1.2, 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, RMS (NSW) Method T106, RMS (NSW) Method T107, RMS (NSW) Method T108, RMS (NSW) Method T109, RMS (NSW) Method T113, RMS (NSW) Method T120, RMS (NSW) Method T127, RMS (NSW) Method T128, RMS (NSW) Method T129 |
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| 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, RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T130, RMS (NSW) Method T164 |
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| Evaluation of geotechnical and civil construction material - Soil engineering properties | Soils | Fine particle analysis | Hydrometer |
AS 1289.3.6.3 |
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| Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 |
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| Reactivity | Shrink/swell |
AS 1289.7.1.1 |
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| Bearing ratio | Remoulded specimens |
AS 1289.6.1.1, RMS (NSW) Method T117, RMS (NSW) Method T132 |
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| Dispersion | Emerson class |
AS 1289.3.8.1 |
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| Penetration in-situ | Dynamic cone; Perth sand penetrometer |
AS 1289.6.3.2, AS 1289.6.3.3, RMS (NSW) Method T161 |
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| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Compaction control; Density - In-situ; Density index; Dry density ratio; Field compaction for conformance; Field moisture content; Moisture ratio; Relative compaction | Calculation; Hilf; Measured; Nuclear gauge; Sand pouring apparatus; Sand-cone; Volume extraction |
AS 1289.5.3.1, AS 1289.5.3.2, AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1, AS 1289.5.8.1, RMS (NSW) Method T119, RMS (NSW) Method T162, RMS (NSW) Method T165, RMS (NSW) Method T166, RMS (NSW) Method T173 |
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| Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity; Organic matter | Loss on ignition (LOI) |
AS 1289.4.1.1 |
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| 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, RMS (NSW) Method T102, RMS (NSW) Method T103, RMS (NSW) Method T105 |
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| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Stabiliser rate of spread rate | In-situ measurement |
RMS (NSW) Method T136 |
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| Compressive strength | Uniaxial unconfined | RMS (NSW) Method T116, RMS (NSW) Method T131 | |||
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
AS 1141.3.1, RMS (NSW) Method T100 |
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| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh grout; Hardened concrete by coring |
AS 1012.1, AS 1012.14, RMS (NSW) Method T300, RMS (NSW) Method T375 |
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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 |
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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.
1912
Print date
29 Jun 2022