National Association of Testing Authorities, Australia
Scope of Accreditation
Coffey Testing Pty Ltd
Site
Central Coast Laboratory
Accreditation No.
431
Site No.
5163
Date of Accreditation
17 Sep 1993
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 | |||
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Foreign material in recycled aggregate | Manual classification | RMS (NSW) Method T276 TfNSW TS 02799.51 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | 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 TfNSW TS 02799.02,TfNSW TS 02799.04 | |
Moisture content | Drying oven | RMS (NSW) Method T262 TfNSW TS 02799.39 | |||
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 TfNSW TS 02800.02 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Air content of freshly mixed concrete | Increased air pressure | AS 1012.4.2 | |
Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure | AS 1012.5 | |||
Compressive strength | Core; Cylinder | AS 1012.9, AS 1012.14, RMS (NSW) Method T305, RMS (NSW) Method T306 TfNSW TS 02800.06,TfNSW TS 02800.07 | |||
Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1, RMS (NSW) Method T316 TfNSW TS 02800.16 | |||
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; In-situ manufacture and curing of cylindrical specimens; Wet conditioning of hardened concrete core specimens | AS 1012.8.1, AS 1012.14, RMS (NSW) Method T304 TfNSW TS 02800.05 | |
Evaluation of geotechnical and civil construction material - Masonry, concrete and clay unit properties | Masonry, concrete and clay units | Water absorption | Not applicable | AS/NZS 4058 Appendix F | |
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; TfNSW TS 02795.22,TfNSW TS 02795.55 | |
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 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 1289.3.6.1, TfNSW T106, TfNSW T107, TfNSW T108, TfNSW T109, TfNSW T113, RMS (NSW) Method T120 TfNSW TS 02795.01,TfNSW TS 02795.02,TfNSW TS 02795.03,TfNSW TS 02795.04,TfNSW TS 02795.05,TfNSW TS 02795.08,TfNSW TS 02795.14 | 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 | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2, RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T130 TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02796.01 | 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; Dry density ratio; Field moisture content; Moisture ratio; Relative compaction | Hilf; Nuclear gauge | AS 1289.5.4.1, AS 1289.5.7.1, AS 1289.5.8.1, RMS (NSW) Method T162, RMS (NSW) Method T166, RMS (NSW) Method T173 TfNSW TS 02795.24,TfNSW TS 02795.28,TfNSW TS 02795.36 | Mobile capability - compaction control, dry density ratio, moisture ratio, density in-situ, field moisture content |
Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Dynamic cone; Perth sand penetrometer | AS 1289.6.3.2, AS 1289.6.3.3, RMS (NSW) Method T161 TfNSW TS 02795.23 | |
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, RMS (NSW) Method T132 TfNSW TS 02795.11,TfNSW TS 02796.03 | |
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, TfNSW T102, TfNSW T103, TfNSW T105, RMS (NSW) Method T105 TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01 | Mobile capability - soil pre-treatment |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | RMS (NSW) Method T116, RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 | Mobile capability - Preparation only |
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1, RMS (NSW) Method T100 TfNSW TS 02794.01 | |
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 TfNSW TS 02800.01 | ||
Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Undisturbed soil sampling by open-drive sampler; Undisturbed soil sampling by rotary core sampler | AS 1289.1.2.1, AS 1289.1.3.1, RMS (NSW) Method T100 TfNSW TS 02794.01 |
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.
5163
Print date
11 Nov 2024