
National Association of Testing Authorities, Australia
Scope of Accreditation
ASCT Illawarra P/L
Site
ASCT Ulladulla
Accreditation No.
20656
Site No.
25357
Date of Accreditation
10 Jun 2025
Contact
Availability
Services available to external clients
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 | Foreign material in recycled aggregate | Manual classification | TfNSW TS 02799.51 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Proportional calliper | AS 1141.14 TfNSW TS 02799.12 | |
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 TfNSW TS 02799.04 | |||
Bulk density | Compacted; Uncompacted | AS 1141.4 TfNSW TS 02799.10,TfNSW TS 02799.11 | |||
Particle density of coarse aggregate; Water absorption of coarse aggregate | Weighing-in-water | AS 1141.6.1 TfNSW TS 02799.08 | |||
Particle size distribution | Sieve analysis | AS 1141.11.1 TfNSW TS 02799.02 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22 TfNSW TS 02799.13 | |
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 TfNSW TS 02800.02 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Mass per unit volume - Hardened concrete | Dimensions; Water displacement | AS 1012.12.1, AS 1012.12.2, TfNSW TS 02800.16,TfNSW TS 02800.17 | |
Compressive strength | Core; Cylinder | AS 1012.9, AS 1012.14, TfNSW TS 02800.07,TfNSW TS 02800.11 | |||
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; In situ manufacture and curing of cylindrical specimens | AS 1012.8.1 TfNSW TS 02800.05 | |
Specimen conditioning | Wet conditioning of hardened concrete core specimens | AS 1012.14, TfNSW TS 02800.11 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plastic limit | Not applicable | AS 1289.3.2.1, TfNSW TS 02795.05 | |
Plasticity index | Casagrande | AS 1289.3.3.1, TfNSW TS 02795.04 | |||
Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1, AS 1289.3.1.2, TfNSW TS 02795.04 | |||
Moisture content | Drying oven | AS 1289.2.1.1, RMS (NSW) Method T120, TfNSW TS 02795.14 | |||
Fine particles in road materials | Not applicable | TfNSW TS 02795.03 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1, TfNSW TS 02795.08 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1, TfNSW TS 02795.02 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1, TfNSW TS 02795.07 | |
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |||
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
Maximum dry density | Not applicable | TfNSW TS 02795.26 | |||
Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1, TfNSW TS 02795.06,TfNSW TS 02796.01 | |||
Dry density/moisture content relationship | Three compaction point | TfNSW TS 02795.24 | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Dry density ratio | Calculation; Measured | AS 1289.5.4.1 | |
Relative compaction | Not applicable | TfNSW TS 02795.28 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
Density - In situ | Nuclear gauge | AS 1289.5.8.1, TfNSW TS 02795.36 | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Dynamic cone | AS 1289.6.3.2, TfNSW TS 02795.23 | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 1289.6.1.1, TfNSW TS 02795.11 | |
Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH | AS 1289.4.3.1 TfNSW TS 02795.16 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1, TfNSW TS 02795.01 | |
Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment | TfNSW TS 02794.02,TfNSW TS 02794.03 | |||
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | TfNSW TS 02795.10,TfNSW TS 02796.02 | |
Sample collection | Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 TfNSW TS 02800.01 | |
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; Disturbed soil sampling in situ | AS 1289.1.2.1 TfNSW TS 02794.01 |
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.
20656
Site No.
25357
Print date
19 Sep 2025