Quality Control Testing Services

Site

QCTS Brisbane

Accreditation No.

19673

Site No.

23537

Date of Accreditation

08 Jun 2017

Address

5/3-19 University Drive
Meadowbrook, QLD 4131
Australia

qcts.net.au

Contact

Mr Mark Jackman P: +61 0407979759

Availability

Services available to external clients

Quality Control Testing Services address map

Scope of Accreditation

Print scopes

Withdrawn 23 Oct 2024

QCTS Brisbane

ISO/IEC 17025 (2005)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Average least dimension

MR (Qld) Method Q202

Shape Flakiness

MR (Qld) Method Q201

Shape Crushed faces

MR (Qld) Method Q215

Ten percent fines value Dry

MR (Qld) Method Q205A

Wet/dry strength variation Not applicable

MR (Qld) Method Q205C

Ten percent fines value Wet

MR (Qld) Method Q205B

Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Cone one point

MR (Qld) Method Q104D

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Rapid

MR (Qld) Method Q142C (2017)

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Laboratory stabilisation of soil Cement

MR (Qld) Method Q135A

Stabiliser working time Not applicable

MR (Qld) Method Q136

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Withdrawn
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 properties Aggregates Particle size distribution Sieve analysis AS 1141.11.1, AS 1141.12
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

AS 1012.12.1

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

AS 1012.8.1

Specimen manufacture and curing In situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Penetration depth; Texture depth Ball embedment; Sand patch Austroads Method AGPT/T250, Austroads Method AGPT/T251
Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105

Sieve analysis Fines ratio; Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253

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

Plasticity index; Weighted plasticity index Casagrande; Cone

AS 1289.3.3.1, AS 1289.3.3.2, MR (Qld) Method Q105,  MR (Qld) Method Q252

Moisture content Drying oven; Relative moisture content

AS 1289.2.1.1, MR (Qld) Method Q250

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2, MR (Qld) Method Q144A

Oversize material Oversize material treatment

MR (Qld) Method Q143

Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, AS 1289.5.2.1, MR (Qld) Method Q142A

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

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 Characteristic field density values Not applicable

MR (Qld) Method Q020

Degree of saturation Not applicable

MR (Qld) Method Q146

Relative compaction Not applicable

MR (Qld) Method Q140A

Density - In situ Nuclear gauge; Sand-cone

AS 1289.5.3.1, AS 1289.5.8.1,  MR (Qld) Method Q141A, MR (Qld) Method Q141B, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03

Compaction control Hilf AS 1289.5.7.1
Dry density ratio; Moisture ratio Measured AS 1289.5.4.1
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
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 Q101D

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1, MR (Qld) Method Q060

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Concrete, grout and mortar Not applicable Fresh concrete from deposited concrete

AS 1012.1

Soils Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in situ

AS 1289.1.2.1, MR (Qld) Method Q060

Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050

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.