
National Association of Testing Authorities, Australia
Scope of Accreditation
Civiltest Pty Ltd
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 - 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 | Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |
Compressive strength | Cube; Cylinder | AS 1012.9 | |||
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; Curing grout and mortar cube specimens in the laboratory; In situ manufacture and curing of cylindrical specimens | AS 1012.8.1; AS 1012.8.3 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven | AS 1289.2.1.1 | |
Linear shrinkage | Not applicable | AS 1289.3.4.1 | |||
Plastic limit | Not applicable | AS 1289.3.2.1 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1 | |||
Liquid limit; Plasticity index | Casagrande four point; Casagrande one point | AS 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.3.1 | |||
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; DIPE (NT) NTTM 201.2 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Compaction control; Density - In situ; Dry density ratio; Moisture ratio | Calculation; Nuclear gauge | AS 1289.5.4.1; AS 1289.5.7.1; AS 1289.5.8.1; DIPE (NT) NTCP 102.1 | |
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 laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 1289.6.1.1 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1 | |
Sample collection | Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | |
Soils | 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 | ||
Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.4.1; AS 1289.1.4.2; DIPE (NT) NTCP 103.1 |
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.
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Accreditation No.
21506
Site No.
25892
Print date
28 Mar 2025