National Association of Testing Authorities, Australia
Scope of Accreditation
Australian Geotechnical Testing
Site
Australian Geotechnical Testing – Ballarat
Accreditation No.
20457
Site No.
24504
Date of Accreditation
24 Oct 2019
Contact
Mr Paul Francis P: +61 0472589866
Availability
Services available to external clients
Scope of Accreditation
Australian Geotechnical Testing – Ballarat
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ | Concrete, grout and mortar | Slump flow | Cone; T500 | AS 1012.3.1 AS 1012.3.5 | |
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; In situ manufacture and curing of grout and mortar cubes; Manufacture and curing of cylindrical specimens in the laboratory | AS 1012.8.1, AS 1012.8.3 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis; Weighted plasticity index | Casagrande four point; Casagrande one point; Drying oven; Microwave oven | AS 1289.2.1.1 AS 1289.2.1.4 AS 1289.3.1.1 AS 1289.3.1.2 AS 1289.3.2.1 AS 1289.3.3.1 AS 1289.3.4.1 AS 1289.3.6.1 RC (Vic) Method 326.01 | |
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 | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1 AS 1289.5.2.1 AS 1289.5.4.2 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Characteristic field density values; Compaction control; Density - In situ; Dry density ratio; Field moisture content; Moisture ratio; Moisture ratio assessment of dry back | Calculation; Hilf; Measured; Nuclear gauge | AS 1289.5.4.1 AS 1289.5.7.1 AS 1289.5.8.1 RC (Vic) Method 316.00 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 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable; Repeated compaction pre-treatment | AS 1289.1.1 RC (Vic) Method 301.01 RC (Vic) Method 301.05 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Sample preparation | Cement stabilisation; Lime stabilisation | RC (Vic) Method 301.03 RC (Vic) Method 301.06 | |
Sample collection | Aggregates | Not applicable | Aggregate from a pavement | AS 1141.3.1 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 | ||
Soils | Not applicable | Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.2.1 AS 1289.1.4.1 AS 1289.1.4.2 RC (Vic) Method 316.10 |
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.
20457
Site No.
24504
Print date
15 Dec 2024
END OF SCOPE