
National Association of Testing Authorities, Australia
Scope of Accreditation
Australian Soil and Concrete Testing Pty Ltd
Site
ASCT Brisbane North
Accreditation No.
20313
Site No.
24251
Date of Accreditation
05 Dec 2018
Contact
Mr Jamie Johnstone
P: +61 (07) 32567536
Availability
Services available to external clients
Scope of Accreditation
ASCT Brisbane North
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm | AS 1141.11.1, AS 1141.12, RMS (NSW) Method T106;TfNSW T106; | |
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22, RMS (NSW) Method T215 |
|
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 | Cylinder | AS 1012.9 | |
Mass per unit volume - Hardened concrete | Dimensions; Water displacement | AS 1012.12.1, AS 1012.12.2 | |||
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 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Cone plasticity index; Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis | Casagrande; Cone; Drying oven; Not applicable | AS 1289.2.1.1, AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.3.2, AS 1289.3.4.1, AS 1289.3.6.1, AS 1289.3.9.1, AS 1289.3.9.2, RMS (NSW) Method T108;TfNSW T108;TfNSW T105;, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;, RMS (NSW) Method T120, MR (Qld) Method Q103A, MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106 | |
Sieve analysis; Weighted plasticity index | Fines ratio | MR (Qld) Method Q252, MR (Qld) Method Q253 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship; Minimum and maximum dry density; Oversize material | Modified compactive effort; Standard compactive effort; Three compaction point | AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2, AS 1289.5.5.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q143, MR (Qld) Method Q144A, MR (Qld) Method Q145A. RMS (NSW) Method T111 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Characteristic field density values; Compaction control; Degree of saturation; Density - In-situ; Density index; Dry density ratio; Field moisture content; Moisture ratio; Relative compaction | Calculation; Hilf; Not applicable; Nuclear gauge; Sand-cone | AS 1289.5.3.1, AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1, AS 1289.5.8.1, MR (Qld) Method Q020, MR (Qld) Method Q140A, MR (Qld) Method Q141A, MR (Qld) Method Q141B, MR (Qld) Method Q146, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03 | |
Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2, MR (Qld) Method Q114B |
|
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, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C |
|
Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH | AS 1289.4.3.1 | |
Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Constant head for a remoulded specimen; Falling head for a remoulded specimen |
AS 1289.6.7.1, AS 1289.6.7.2 |
|
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Not applicable; Repeated compaction pre-treatment | AS 1289.1.1, RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T103;TfNSW T103;TfNSW T105;, RMS (NSW) Method T105, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B , MR (Qld) Method Q101C, MR (Qld) Method Q101D | |
Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell |
AS 1289.7.1.1 |
|
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Sample preparation | UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q251A, MR (Qld) Method Q251B | |
Compressive strength; Curing of moulded specimens; Laboratory stabilisation of soil | Lime, cement and bitumen; Uniaxial unconfined | MR (Qld) Method Q115, MR (Qld) Method Q135A, MR (Qld) Method Q135B | |||
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile; Site selection by spot sampling | AS 1141.3.1; MR (Qld) Methods Q060; Q061 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 | ||
Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Site selection - Random sampling; Site selection - Random stratified sampling; Site selection - Systematic random stratified sampling; Site selection by spot sampling | AS 1289.1.2.1, RMS (NSW) Method T100, MR (Qld) Method Q050, MR (Qld) Method Q060, MR (Qld) Method Q061 |
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.
20313
Site No.
24251
Print date
13 Aug 2022
END OF SCOPE