National Association of Testing Authorities, Australia
Scope of Accreditation
Testcrete Laboratories Pty Limited
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 contaminants | Aggregates | Weak particles contaminants | Sieve analysis | AS 1141.32 | |
Clay and fine silt | Settling | AS 1141.33 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Average least dimension | AS 1141.20.1 AS 1141.20.2 RMS (NSW) Method T235 RMS (NSW) Method T275 TfNSW TS 02799.32,TfNSW TS 02799.50 | |
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 | |||
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 TfNSW T107; RMS (NSW) Method T201 RMS (NSW) Method T203 TfNSW TS 02795.03,TfNSW TS 02799.02,TfNSW TS 02799.04 | |||
Bulk density | Compacted; Uncompacted | AS 1141.4 | |||
Shape | Crushed faces; Flakiness; Proportional calliper | AS 1141.14 AS 1141.15 RMS (NSW) Method T213 RMS (NSW) Method T239 TfNSW TS 02799.12,TfNSW TS 02799.36 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22 TfNSW TS 02799.13 | |
Aggregate crushing value | Not applicable | AS 1141.21 | |||
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 T301TfNSW TS 02800.02 | |
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 T306TfNSW TS 02800.07 | |
Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2 RMS (NSW) Method T320TfNSW TS 02800.20 | |||
Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 RMS (NSW) Method T316TfNSW TS 02800.16 | |||
Specimen preparation | Capping of compressive strength specimens | RMS (NSW) Method T305 TfNSW TS 02800.06 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning | Wet conditioning of hardened concrete core specimens | AS 1012.14 | |
Specimen manufacture and curing | In situ manufacture and curing of drying shrinkage specimens | AS 1012.8.4 | |||
Specimen manufacture and curing | In situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory | AS 1012.8.1 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Fine particles in road materials; Sieve analysis | Not applicable | AS 1289.3.6.1 TfNSW T106; TfNSW T107; TfNSW TS 02795.02,TfNSW TS 02795.03 | |
Moisture content | Drying oven | AS 1289.2.1.1 RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1 TfNSW T113; TfNSW TS 02795.08 | |||
Liquid limit; Plastic limit; Plasticity index | Casagrande four point | AS 1289.3.1.1 AS 1289.3.2.1 AS 1289.3.3.1 TfNSW T108 TfNSW T109 TfNSW TS 02795.04,TfNSW TS 02795.05 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
Dry density/moisture content relationship | Three compaction point | RMS (NSW) Methods T162 | |||
Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1 AS 1289.5.2.1 RMS (NSW) Method T111RMS (NSW) Method T112 TfNSW TS 02795.06,TfNSW TS 02795.07 | |||
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 | Density index | Not applicable | AS 1289.5.6.1 | |
Dry density ratio; Moisture ratio | Calculation | AS 1289.5.4.1 | |||
Relative compaction | Not applicable | RMS (NSW) Methods T166 | |||
Density - In situ | Volume extraction | RMS (NSW) Methods T165 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
Density - In situ | Nuclear gauge | AS 1289.5.8.1 RMS (NSW) Method T173 TfNSW TS 02795.36 | |||
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 1289.6.1.1 TfNSW TS 02795.11,TfNSW TS 02796.03 | |
Compressive strength | Uniaxial maximum dry | RMS (NSW) Method T114 TfNSW TS 02795.09 | |||
Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH | AS 1289.4.3.1 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment | AS 1289.1.1 TfNSW T102;TfNSW T105; TfNSW TS 02794.02,TfNSW TS 02795.01 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | AS 5101.4 | |
Compressive strength | Uniaxial unconfined | RMS (NSW) Method T116, RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1 | |
Concrete, grout and mortar | Not applicable | Hardened concrete by coring | AS 1012.14 | ||
Not applicable | Fresh concrete from a mixer | AS 1012.1 RMS (NSW) Method T300TfNSW TS 02800.01 | |||
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 |
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.
1742
Site No.
1735
Print date
26 Nov 2024