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 - Road pavement surfacing characteristics | Road pavements | Penetration depth | Ball embedment | Austroads Method AGPT/T251 | |
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 | Modified compactive effort | AS 1289.5.2.1 | |||
Dry density/moisture content relationship | Standard compactive effort; Three compaction point | AS 1289.5.1.1 DPTI (SA) MAT-TP164 | |||
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 | Perth sand penetrometer | AS 1289.6.3.3 | |
Penetration in situ | Dynamic cone | AS 1289.6.3.2 | |||
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 | Falling head for a remoulded specimen | AS 1289.6.7.2 | |
Permeability | Constant head for a remoulded specimen | AS 1289.6.7.1 | |||
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) MAT-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 DPTI (SA) MAT-TP061 | ||
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 |
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 | Moore Road Annex Facility, Site No 26934 is established from 21 October 2024 until 31 December 2025 for 102 Moore Road Reynella Property Project for Construction Materials Testing for LGQTS Property Holdings Pty Ltd, Contract No: AGTE 240392 |
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Accreditation No.
20247
Site No.
21613
Print date
14 Nov 2024