National Association of Testing Authorities, Australia
Scope of Accreditation
Civiltest Pty Ltd
Site
Mildura Laboratory
Accreditation No.
10784
Site No.
10777
Date of Accreditation
02 Feb 1996
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 | 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 | Settling | AS 1141.33, TfNSW TS 02799.43 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | 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; TfSW TS 02799.02,TfNSW TS 02799.04 | |
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 | Core; Cube; Cylinder | AS 1012.9, AS 1012.14 | |
Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2 | |||
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 conditioning; Specimen manufacture and curing | Curing cylinder specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; In-situ manufacture and curing of grout and mortar cubes; Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of drying shrinkage specimens in the laboratory; Wet conditioning of hardened concrete core specimens | AS 1012.8.1, AS 1012.8.3; AS 1012.8.4, AS 1012.14 | |
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Penetration depth | Ball embedment | Austroads Method AGPT/T251 TfNSW TS 02799.46 | |
Texture depth | Sand patch | Austroads Method AGPT/T250, TfNSW TS 02799.37, RC (Vic) Method 317.01 | |||
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 TS 02795.01,TfNSW TS 02795.02 | |
Moisture content | Drying oven | AS 1289.2.1.1, AS 1289.2.1.4, AS 1289.2.1.6, AS 1289.2.3.1; TfNSW TS 02795.14, TfNSW TS 02795.15 TfNSW TS 02795.39 TS 02795.56 | |||
Cone plasticity index; Liquid limit; Plastic limit; Plasticity index; Weighted plasticity index | Casagrande four point; Casagrande one point | 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 1289.3.9.1, AS 1289.3.9.2, RC (Vic) Method 326.01, TfNSW TS 02759.04;;,TfNSW TS 02795.05 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1, TfNSW 02795.08 | |||
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, TfNSW TS 02795. 06, TfNSW TS 02795.07, TfNSW TS 02796.01, | |
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 | Characteristic field density values; Density - In situ; Density index; Density ratio - density decay correction factor; Dry density ratio; Field compaction for conformance; Field moisture content; Moisture ratio; Moisture ratio assessment of dry back; Relative compaction | Calculation; Nuclear gauge; Statistical selection of reference values | AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1, AS 1289.5.8.1, RC (Vic) Method 316.00, RC (Vic) Method 316.14, RC (Vic) Method 330.04, TfNSW TS 02795.24, TfNSW | |
Dry density ratio; Moisture ratio | Statistical selection of reference values | AS 1289.5.4.3 | |||
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, TfNSW 02795.23 | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Assignment of CBR and percent swell; Remoulded specimens | AS 1289.6.1.1, TfNSW TS 02795.11, RC (Vic) Method 324.01 | |
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 TS 02794.02, TfNSW TS 02795.01, RC (Vic) Method 301.05 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Laboratory stabilisation of soil | Cement; Lime stabilisation | RC (Vic) Method 301.03, RC (Vic) Method 301.06 | |
Evaluation of geotechnical and civil construction material - Soil thermal properties | Soils | Thermal conductivity | In-situ measurement; Laboratory measurement | ASTM D5334 | |
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1 | |
Asphalts | Not applicable | Extraction of an asphalt core - Wet technique | AS 2891.1.2 | ||
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 | ||
Soils | Not applicable | Site selection - Random stratified sampling | AS 1289.1.4.2; RC (Vic) Method 316.10 | ||
Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Undisturbed soil sampling by open-drive sampler | AS 1289.1.2.1; AS 1289.1.3.1; TfNSW TS 02794.01 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Annex facility | 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 | The Civiltest Lab 47-Balranald Iluka Mine, site no 26742 is acknowledged from i July 24 to 1 July 25 3for the Geotechnical Facility for Balranald Iluke Mine, contract no. Q2550-23 |
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Accreditation No.
10784
Site No.
10777
Print date
07 Nov 2024