National Association of Testing Authorities, Australia
Scope of Accreditation
Australian Soil and Concrete Testing Pty Ltd
Site
ASCT Parkes Laboratory
Accreditation No.
20845
Site No.
25023
Date of Accreditation
19 Jul 2021
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 | Light particles contaminants; Weak particles contaminants | Segregation by density; Sieve analysis |
AS 1141.31, AS 1141.32 |
|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density | Compacted; Uncompacted |
AS 1141.4 Section 7.1, AS 1141.4 Section 7.2, RMS (NSW) Method T211, RMS (NSW) Method T212 TfNSW TS 02799.10,TfNSW TS 02799.11 |
|
| Shape | Flakiness | AS 1141.15 | |||
| Shape | Proportional calliper |
AS 1141.14, RMS (NSW) Method T213 TfNSW TS 02799.12 |
|||
| 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 size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12, RMS (NSW) Method T203 TfNSW TS 02799.04 |
|||
| Particle density of coarse aggregate; Water absorption of coarse aggregate | Weighing-in-water |
AS 1141.6.1, RMS (NSW) Method T209 TfNSW TS 02799.08 |
|||
| 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 | Specimen preparation | Capping of compressive strength specimens |
RMS (NSW) Method T305 TfNSW TS 02800.06 |
|
| Compressive strength | Core; Cube; Cylinder |
AS 1012.9, AS 1012.14, RMS (NSW) Method T306 TfNSW TS 02800.07 |
|||
| Compacted density - In-situ | Relative compaction of concrete pavements |
RMS (NSW) Method T381 TfNSW TS 02800.55 |
|||
| 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 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14 |
|
| 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 |
|||
| Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring |
RMS (NSW) Method T160, RMS (NSW) Method T199 (2014);TfNSW T199; TfNSW TS 02795.22,TfNSW TS 02795.55 |
|
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | 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 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1, RMS (NSW) Method T106 (2012), TfNSW T106 TfNSW TS 02795.02 |
|||
| Moisture content | Hot plate; Sand bath |
RMS (NSW) Method T121 TfNSW TS 02795.15 |
|||
| 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 |
|||
| Moisture content | Correlation; Microwave oven |
AS 1289.2.1.4, AS 1289.2.3.1, RMS (NSW) Method T180, RMS (NSW) Method T2105, TfNSW TS 02795.39,TfNSW TS 02799.09 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1, RMS (NSW) Method T113 (2012), TfNSW T113 TfNSW TS 02795.08 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1, RMS (NSW) Method T164 TfNSW TS 02795.26 |
|
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 |
|||
| 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 | Dry density ratio; Moisture ratio | Calculation; Measured |
AS 1289.5.4.1 |
|
| Density - In-situ | Sand pouring apparatus |
RMS (NSW) Method T119 TfNSW TS 02795.13 |
|||
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1, RMS (NSW) Method T173 TfNSW TS 02795.36 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Relative compaction | Not applicable |
RMS (NSW) Method T166 TfNSW TS 02795.28 |
|||
| Density - In-situ | Sand-cone |
AS 1289.5.3.1 |
|||
| 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; Perth sand penetrometer |
AS 1289.6.3.2, AS 1289.6.3.3 |
|
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | 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 |
|
| Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 TfNSW TS 02795.09 |
|||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment |
RMS (NSW) Method T102 (2012); TfNSW T102; RMS (NSW) Method T103 (2012);TfNSW T103 TfNSW TS 02794.02, TfNSW TS 02794.03 |
|
| Soil pre-treatment | Not applicable |
AS 1289.1.1, TfNSW T105, RMS (NSW) Method T105 TfNSW TS 02795.01 |
|||
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Lime demand | Not applicable |
RMS (NSW) Method T144 TfNSW TS 02797.02 |
|
| Compressive strength | Uniaxial unconfined |
RMS (NSW) Method T116, RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 |
|||
| Stabiliser rate of spread rate | In-situ measurement |
RMS (NSW) Method T136 TfNSW TS 02796.06 |
|||
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile; Quarry aggregate from a rock spall; Quarry aggregate from gabion |
AS 1141.3.1, AS 1141.3.2 (except clauses 7 and 8), 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 |
|||
| Soils | 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 |
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.
20845
Site No.
25023
Print date
16 Apr 2024
