Australian Soil and Concrete Testing Pty Ltd

Site

ASCT Townsville

Accreditation No.

21531

Site No.

25932

Date of Accreditation

25 Mar 2026

Address

40 Hugh Ryan Drive
Garbutt, QLD 4814
Australia

asct.com.au

Contact

Mr Alexander Paynter P: +61 0482681995

Availability

Services available to external clients

Australian Soil and Concrete Testing Pty Ltd address map

Scope of Accreditation

Print scopes
ASCT Townsville

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Establishment of annex facilities 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 contaminants Aggregates Weak particles contaminants Sieve analysis AS 1141.32
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
Shape Flakiness AS 1141.15, MR (Qld) Method Q201
Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water AS 1141.6.1
Shape Crushed faces AS 1141.18
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
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 Core; Cylinder AS 1012.14
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 grout and mortar cube specimens in the laboratory AS 1012.8.3
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 Moisture content Relative moisture content MR (Qld) Method Q250
Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point AS 1289.3.1.1, AS 1289.3.1.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D
Linear shrinkage Not applicable AS 1289.3.4.1, MR (Qld) Method Q106
Sieve analysis Fines ratio MR (Qld) Method Q253
Weighted plasticity index Not applicable MR (Qld) Method Q252
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
Sieve analysis Not applicable AS 1289.3.6.1, MR (Qld) Method Q103A
Moisture content Drying oven AS 1289.2.1.1
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
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1, MR (Qld) Method Q168
Evaluation of geotechnical and civil construction material - Soil field density Soils 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
Dry density ratio; Moisture ratio Measured AS 1289.5.4.1
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 Perth sand penetrometer AS 1289.6.3.3
Penetration - In situ Dynamic cone AS 1289.6.3.2, MR (Qld) Method Q114B
Penetration depth Ball embedment Austroads Method AGPT/T251
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
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
Soil pre-treatment Not applicable MR (Qld) Method Q101G, MR (Qld) Method Q101H, MR (Qld) Method Q101J
Evaluation of geotechnical and civil construction material - Soil sample preparation Soils Preparation of disturbed samples Not applicable MR (Qld) Method Q255
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Cement content Heat of neutralisation MR (Qld) Method Q134
Curing of moulded specimens Not applicable MR (Qld) Method Q135B
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
Stabiliser working time Cementitious stabilisation time MR (Qld) Method Q136A
Compressive strength Uniaxial unconfined MR (Qld) Method Q115
Curing of moulded specimens Not applicable MR (Qld) Method Q135A
Sample preparation Preparation and compaction of soil MR (Qld) Method Q251C
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
Not applicable Site selection - Random sampling; Site selection - Random stratified sampling AS 1289.1.4.1, AS 1289.1.4.2

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