Australian Soil and Concrete Testing Pty Ltd

Site

ASCT Brisbane North

Accreditation No.

20313

Site No.

24251

Date of Accreditation

05 Dec 2018

Address

Unit 2 / 37 Northlink Place
Virginia, QLD 4014
Australia

asct.com.au

Contact

Mr Jamie Johnstone P: +61 (07) 32567536

Availability

Services available to external clients

Scope of Accreditation

Print scopes
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, 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 Mass per unit volume - Hardened concrete Dimensions; Water displacement AS 1012.12.1, AS 1012.12.2
Compressive strength Cylinder AS 1012.9
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 Weighted plasticity index Not applicable MR (Qld) Method Q252
Sieve analysis Fines ratio MR (Qld) Method Q253
Sieve analysis Not applicable AS 1289.3.6.1, MR (Qld) Method Q103A
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
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
Moisture content Drying oven AS 1289.2.1.1, RMS (NSW) Method T120
Linear shrinkage Not applicable AS 1289.3.4.1, MR (Qld) Method Q106
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; 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
Oversize material Oversize material treatment MR (Qld) Method Q143
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, RMS (NSW) Method T111
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 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
Dry density ratio; Moisture ratio Measured AS 1289.5.4.1
Compaction control Hilf AS 1289.5.7.1
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
Density - In-situ Sand-cone AS 1289.5.3.1, MR (Qld) Method Q141B
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, RMS (NSW) Method 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 Accelerated weathering pre-treatment; Repeated compaction pre-treatment TfNSW T102, TfNSW T103
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, RMS (NSW) Method T105
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, RMS (NSW) Method T100

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