
National Association of Testing Authorities, Australia
Scope of Accreditation
ASCT Sydney South
Site
ASCT Ulladulla
Accreditation No.
21081
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 |
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Accreditation No.
21081
Site No.
25357
Print date
14 Jun 2025