National Association of Testing Authorities, Australia
Scope of Accreditation
QualTech (Tas) Pty Ltd
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Coarse aggregate quality | Visual comparison | AS 1141.30.1; RC (Vic) Method 372.01 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Water absorption of coarse aggregate | Not applicable | AS 1141.6.1 | |
Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm | AS 1141.11.1 AS 1141.12 | |||
Water absorption of fine aggregate | Not applicable | AS 1141.5 | |||
Shape | Flakiness | AS 1141.15 | |||
Particle density of fine aggregate | Weighing-in-water | AS 1141.5 | |||
Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
Shape | Average least dimension | AS 1141.20.1 AS 1141.20.2 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ | Concrete, grout and mortar | Slump flow | Cone; J-ring | 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 | Cube; Cylinder | AS 1012.9 | |
Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |||
Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning | Wet conditioning of hardened concrete core specimens | AS 1012.14 | |
Specimen manufacture and curing | Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of drying shrinkage specimens; In situ manufacture and curing of flexural strength specimens; In situ manufacture and curing of grout and mortar cubes | AS 1012.8.1, AS 1012.8.2, AS 1012.8.3, AS 1012.8.4 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable | AS 1289.3.6.1 | |
Linear shrinkage; Liquid limit; Plastic limit; Plasticity index | Casagrande four point; Casagrande one point | AS 1289.3.1.1 AS 1289.3.1.2 AS 1289.3.2.1AS 1289.3.3.1 AS 1289.3.4.1 | |||
Moisture content | Drying oven; Hot plate | AS 1289.2.1.1 AS 1289.2.1.6 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1 AS 1289.5.2.1 | |
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 In-house Method #9 | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density index | Not applicable | AS 1289.5.6.1 | |
Field moisture content | Nuclear gauge | AS 1289.5.8.1 | |||
Characteristic field density values; Moisture ratio assessment of dry back | Not applicable | RC (Vic) Method 316.00 | |||
Dry density ratio; Moisture ratio | Calculation | AS 1289.5.4.1 | |||
Density - In situ | Nuclear gauge | AS 1289.5.8.1 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
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 | AS 1289.1.1 | |
Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow | 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 | Site selection - Random stratified sampling | RC (Vic) Method 316.10 | ||
Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement | AS 1289.1.2.1 |
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.
21034
Site No.
25294
Print date
24 Nov 2024