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 - Aggregate abrasion | Aggregates | Abrasion resistance | Los Angeles machine value | AS 1141.23 | |
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density | Compacted; Uncompacted | AS 1141.4 | |
| Shape | Average least dimension; Flakiness; Proportional calliper | AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2 | |||
| Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
| Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm | AS 1141.11.1,AS 1141,12 | |||
| Evaluation of geotechnical and civil construction material - Aggregate stabilisation | Aggregates | Unconfined compressive strength | Not applicable | AS 5101.4, DOI (NT) NTTM 203.1 | |
| Cement content | Heat of neutralisation | DOI (NT) NTTM 204.1 | |||
| 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 | Cube; 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 | 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 - Road pavement surfacing characteristics | Road pavements | Layer thickness; Penetration depth; Texture depth | Ball embedment; Sand patch | DOI (NT) NTTM 215.1, DOI (NT) NTTM 216.1, DOI (NT) NTTM 305.1, Austroads Method AGPT/T250, Austroads Method AGPT/T251 | |
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | 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 |
|||
| Linear shrinkage | Not applicable | AS 1289.3.4.1 | |||
| Moisture content | Drying oven |
AS 1289.2.1.1 |
|||
| 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 | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile | AS 1141.3.1 | |
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | ||
| Soils | 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 |
||
| 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 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Annex facility | 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 | The Civiltest Lab 64 Tanami Annex Facility, site no: 27146, is acknowledged from 20 June 2025 until 16 December 2026, for Exact Constructions for Newmont Mine Tailings Storage Upgrade, contract no: GTSC-002 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Annex facility | 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 | The Civiltest Lab 78 TSF 5 Annex Facility, site no: 27452, is acknowledged for Top End Civil Contract no: CIV.02.2.089 from 22 April 2026 until 30 July 2026 |
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 (SoA).
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
The Product column may also describe an Item or Material.
The Limitations column may also describe the Range.
Accreditation No.
21506
Site No.
25892
Print date
24 Aug 2026