
National Association of Testing Authorities, Australia
Scope of Accreditation
Australian Geotechnical Testing
Site
Australian Geotechnical Testing – Adelaide
Accreditation No.
20247
Site No.
21613
Date of Accreditation
05 Apr 2013
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 abrasion | Aggregates | Abrasion resistance | Los Angeles machine value | AS 1141.23 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis | AS 1141.11.1 | |
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 | 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 | AS 1012.8.1 | |
Specimen manufacture and curing | In situ manufacture and curing of cylindrical specimens | AS 1012.8.1 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven | AS 1289.2.1.1 | |
Sieve analysis | Not applicable | AS 1289.3.6.1 DPTI (SA) TP134 | |||
Plastic limit | Not applicable | AS 1289.3.2.1 DPTI (SA) TP141 | |||
Plasticity index | Casagrande | AS 1289.3.3.1 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1 | |||
Liquid limit | Casagrande one point | AS 1289.3.1.1 AS 1289.3.1.2 DPTI (SA) TP193 | |||
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 DPTI (SA) TP166 | |
Dry density/moisture content relationship | Standard compactive effort; Three compaction point | AS 1289.5.1.1 DPTI (SA) TP164 | |||
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1 | |||
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 - In situ | Nuclear gauge | AS 1289.5.8.1 | |
Dry density ratio | Calculation | AS 1289.5.4.1 DPTI (SA) TP320 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
Dry density ratio | Statistical selection of reference values | AS 1289.5.4.3 | |||
Field moisture content | Nuclear gauge | AS 1289.5.8.1 | |||
Moisture ratio | Measured | AS 1289.5.4.1 DPTI (SA) TP320 | |||
Moisture ratio assessment of dry back | Not applicable | RC (Vic) Method 316.14 | |||
Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Dynamic cone | AS 1289.6.3.2 | |
Penetration in situ | Perth sand penetrometer | AS 1289.6.3.3 | |||
Penetration depth | Ball embedment | Austroads Method AGPT/T251 | |||
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 1289.6.1.1 | |
Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Constant head for a remoulded specimen | AS 1289.6.7.1 | |
Permeability | Falling head for a remoulded specimen | AS 1289.6.7.2 | |||
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1 | |
Soil pre-treatment | Repeated compaction pre-treatment | DPTI (SA) TP102 | |||
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | AS 5101.4 | |
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile | AS 1141.3.1 DPTI (SA) TP226 | |
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 sampling | AS 1289.1.4.1 | ||
Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow | AS 1289.1.2.1 DPTI (SA) TP226 | |||
Not applicable | Site selection - Random stratified sampling | AS 1289.1.4.2 DPTI (SA) TP061 |
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 | Strezlecki Track Annex Facility, Site No 27067 is established from 29 March 2025 until 31 December 2025 for Construction Materials Testing for Separable Portion C Strzelecki Track Pavement Rehabilitation and Sealing project for Ceduna Bulk Hauliers & Earthmoving Pty Ltd. Contract No: 21C573. |
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Accreditation No.
20247
Site No.
21613
Print date
26 Mar 2025