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 |
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Accreditation No.
20457
Site No.
24504
Print date
07 Dec 2024
END OF SCOPE