National Association of Testing Authorities, Australia
Scope of Accreditation
Australian Soil and Concrete Testing Pty Ltd
Site
ASCT Tumut
Accreditation No.
20569
Site No.
24657
Date of Accreditation
14 Nov 2019
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 | Weak particles contaminants | Sieve analysis | AS 1141.32 | |
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Average least dimension | AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235, RMS (NSW) Method T275 TfNSW TS 02799.32,TfNSW TS 02799.50 | |
| Shape | Crushed faces | RMS (NSW) Method T239 TfNSW TS 02799.36 | |||
| Particle size distribution | Fine particles in road materials; Sieve analysis | AS 1141.11.1, AS 1141.19, RMS (NSW) Method T201 TfNSW TS 02799.02 | |||
| Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate | Not applicable; Weighing-in-water | AS 1141.5, AS 1141.6.1, RMS (NSW) Method T209, RMS (NSW) Method T210 TfNSW TS 02799.08,TfNSW TS 02799.09 | |||
| Shape | Ratio greatest to least dimension | RMS (NSW) Method T278 TfNSW TS 02799.53 | |||
| Shape | Proportional calliper | AS 1141.14, RMS (NSW) Method T213 TfNSW TS 02799.12 | |||
| Bulk density | Compacted; Uncompacted | AS 1141.4, RMS (NSW) Method T211, RMS (NSW) Method T212 TfNSW TS 02799.10,TfNSW TS 02799.11 | |||
| Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12, RMS (NSW) Method T203 TfNSW TS 02799.04 | |||
| Shape | Flakiness | AS 1141.15 | |||
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22, RMS (NSW) Method T215 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, RMS (NSW) Method T301 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, RMS (NSW) Method T316, RMS (NSW) Method T317 TfNSW TS 02800.16,TfNSW TS 02800.17 | |
| Compressive strength | Core; Cube; Cylinder | AS 1012.9, AS 1012.14, RMS (NSW) Method T306 TfNSW TS 02800.07 | |||
| Specimen preparation | Capping of compressive strength specimens | RMS (NSW) Method T305 TfNSW TS 02800.06 | |||
| 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, RMS (NSW) Method T304 TfNSW TS 02800.05 | |
| Specimen conditioning | Wet conditioning of hardened concrete core specimens | AS 1012.14 | |||
| Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable | AS 4133.4.1, RMS (NSW) Method T223 TfNSW TS 02799.21 | |
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable | AS 1289.3.4.1, RMS (NSW) Method T113 (2012);TfNSW T113; TfNSW TS 02795.08 | |
| Plastic limit | Not applicable | AS 1289.3.2.1, RMS (NSW) Method T109 (2012);TfNSW T109 TfNSW TS 02795.05 | |||
| Plasticity index | Casagrande | AS 1289.3.3.1, RMS (NSW) Method T109 (2012);TfNSW T109 TfNSW TS 02795.05 | |||
| Moisture content | Drying oven | AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
| Fine particles in road materials | Not applicable | AS 1141.19, RMS (NSW) Method T107 (2012);TfNSW T107; TfNSW TS 02795.03 | |||
| Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1, AS 1289.3.1.2, RMS (NSW) Method T108 (2012);TfNSW T108 TfNSW TS 02795.04 | |||
| Sieve analysis | Not applicable | AS 1289.3.6.1, RMS (NSW) Method T106 (2012);TfNSW T106; TfNSW TS 02795.02 | |||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort; Three compaction point | AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130, RMS (NSW) Method T162 TfNSW TS 02795.06,TfNSW TS 02796.01,TfNSW TS 02795.24 | |
| Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1, RMS (NSW) Method T112 TfNSW TS 02795.07 | |||
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In situ | Sand pouring apparatus | RMS (NSW) Method T119 TfNSW TS 02795.13 | |
| Compaction control | Hilf | AS 1289.5.7.1 | |||
| Density - In situ | Nuclear gauge | AS 1289.5.8.1, RMS (NSW) Method T173 TfNSW TS 02795.36 | |||
| Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |||
| Density index | Not applicable | AS 1289.5.6.1 | |||
| Density - In situ | Sand-cone | AS 1289.5.3.1 | |||
| Dry density ratio; Moisture ratio | Calculation; Measured | AS 1289.5.4.1 | |||
| Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Dynamic cone | AS 1289.6.3.2, RMS (NSW) Method T161 TfNSW TS 02795.23 | |
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry | RMS (NSW) Method T114 TfNSW TS 02795.09 | |
| Bearing ratio | Remoulded specimens | As 1289.6.1.1, RMS (NSW) Method T117, RMS (NSW) Method T132 TfNSW TS 02795.11,TfNSW TS 02796.03 | |||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment | RMS (NSW) Method T102 (2012);TfNSW T102 TfNSW TS 02794.02 | |
| Soil pre-treatment | Not applicable | AS 1289.1.1, RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 | |||
| Soil pre-treatment | Accelerated weathering pre-treatment | RMS (NSW) Method T103 (2012);TfNSW T103 TfNSW TS 02794.03 | |||
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | RMS (NSW) Method T116, RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 | |
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1, RMS (NSW) Method T100 TfNSW TS 02794.01 | |
| Concrete, grout and mortar | Not applicable | Hardened concrete by coring | AS 1012.14 | ||
| Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1, RMS (NSW) Method T300 TfNSW TS 02800.01 | |||
| Rocks | Not applicable | Gabions; Rock spalls | AS 1141.3.2 (except clauses 7 and 8), RMS (NSW) Method T100 TfNSW TS 02794.01 | ||
| Soils | Not applicable | Site selection - Random stratified sampling | AS 1289.1.4.2 | ||
| Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile | AS 1289.1.2.1, RMS (NSW) Method T100 TfNSW TS 02794.01 |
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Accreditation No.
20569
Site No.
24657
Print date
10 Sep 2025