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
Address
37 Nicholson Road
Evanston South, SA 5116
Australia
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 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 | In-situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
|
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory |
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, DPTI (SA) MAT-TP349 | |
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | 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 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1 |
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) | Not applicable |
AS 1289.5.4.2 DPTI (SA) TP166 |
Mobile capability - assignment of OMC/MDD |
| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1 |
Mobile capability - dry density/moisture content relationship |
||
| Dry density/moisture content relationship | Standard compactive effort; Three compaction point |
AS 1289.5.1.1 DPTI (SA) MAT-TP164 |
Mobile capability - dry density/moisture content relationship |
||
| 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 |
Mobile capability - dry density ratio |
||
| Compaction control | Hilf |
AS 1289.5.7.1 |
Mobile capability - compaction control |
||
| Dry density ratio | Statistical selection of reference values |
AS 1289.5.4.3 |
Mobile capability - dry density ratio |
||
| Field moisture content | Nuclear gauge |
AS 1289.5.8.1 |
|||
| Moisture ratio | Measured |
AS 1289.5.4.1 DPTI (SA) TP320 |
Mobile capability - moisture ratio | ||
| 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 |
|||
| 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 |
Mobile capability - soil pre-treatment |
| 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 |
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.
20247
Site No.
21613
Print date
18 Jan 2022