
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 |
---|---|---|---|---|---|
Accreditation is held to establish new branch sitesBrach Site: ASCT Townsville. Site No. 25932 | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | ||
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, TfNSW T106 | |
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22, TfNSW 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 | Linear shrinkage | Not applicable | AS 1289.3.4.1, MR (Qld) Method Q106 | |
Liquid limit | Casagrande four point; Casagrande one point; Cone four point; Cone one point | AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D, TfNSW T108 | |||
Weighted plasticity index | Not applicable | MR (Qld) Method Q252 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1, MR (Qld) Method Q103A | |||
Sieve analysis | Fines ratio | MR (Qld) Method Q253 | |||
Plastic limit; Plasticity index | Casagrande; Cone | AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.3.2, MR (Qld) Method Q105, TfNSW T109 | |||
Moisture content | Drying oven | AS 1289.2.1.1, TfNSW T120 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort; Three compaction point | AS 1289.5.1.1, AS 1289.5.2.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B, TfNSW T111 | |
Oversize material | Oversize material treatment | MR (Qld) Method Q143 | |||
Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Minimum and maximum dry density | Not applicable | AS 1289.5.4.2, AS 1289.5.5.1, MR (Qld) Method Q144A, MR (Qld) Method Q145A | |||
Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class | AS 1289.3.8.1 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Dry density ratio; Moisture ratio | Measured | AS 1289.5.4.1 | |
Compaction control | Hilf | AS 1289.5.7.1 | |||
Density - In situ; Moisture - In situ | Nuclear gauge | AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02, MR (Qld) NGTM Method N03 | |||
Density - In situ | Sand-cone | AS 1289.5.3.1, MR (Qld) Method Q141B | |||
Characteristic field density values; Degree of saturation; Density index; Relative compaction | Not applicable | AS 1289.5.6.1, MR (Qld) Method Q020, MR (Qld) Method Q140A, MR (Qld) Method Q146 | |||
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, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C, TfNSW T117 | |
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 | Not applicable | AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B , MR (Qld) Method Q101C, MR (Qld) Method Q101D, TfNSW T105 | |
Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment | TfNSW T102, TfNSW T103 | |||
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 | Cement stabilisation; Lime stabilisation; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q135A, MR (Qld) Method Q251A, MR (Qld) Method Q251B | |
Curing of moulded specimens | Not applicable | MR (Qld) Method Q135B | |||
Compressive strength | Uniaxial unconfined | MR (Qld) Method Q115 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile; Site selection by spot sampling | AS 1141.3.1, MR (Qld) Methods Q060, MR (Qld) Method 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 by spot sampling | AS 1289.1.2.1, MR (Qld) Method Q050, MR (Qld) Method Q060, MR (Qld) Method Q061, TfNSW T100 |
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
18 Feb 2025
END OF SCOPE