QC Testing

Site

Sunshine Coast Laboratory

Accreditation No.

19751

Site No.

23012

Date of Accreditation

17 Jun 2015

Address

11 Cordwell Road
Yandina, QLD 4561
Australia

qctesting.com.au

Contact

Mr Chris Davidson P: +61 0408623377

Availability

Services available to external clients

Scope of Accreditation

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 abrasion Aggregates Abrasion resistance Los Angeles machine value AS 1141.23
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion Aggregates Degree of precoating Not applicable

MR (Qld) Method Q216

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Organic impurities Colour test

AS 1141.34

Weak particles contaminants Sieve analysis

AS 1141.32

Clay and fine silt Settling

AS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis

AS 1141.11.1

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Particle density of fine aggregate Weighing-in-water

AS 1141.5

Shape Flakiness

AS 1141.15

MR (Qld) Method Q201

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Shape Average least dimension

AS 1141.20.3

Shape Proportional calliper

AS 1141.14

Shape Crushed faces

AS 1141.18

Bulk density Compacted; Uncompacted

AS 1141.4

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate AS 1141.25.2
MR (Qld) Method 208B
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
Aggregate crushing value Not applicable AS 1141.21
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 Core; Cylinder

AS 1012.9, AS 1012.14

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure

AS 1012.5

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 conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14

Specimen manufacture and curing Curing cylinder specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of drying shrinkage specimens; In-situ manufacture and curing of flexural strength specimens; In-situ manufacture and curing of grout and mortar cubes; Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of drying shrinkage specimens in the laboratory; Manufacture and curing of flexural strength specimens in the laboratory; Manufacture and curing of grout and mortar cubes in the laboratory

AS 1012.8.1, AS 1012.8.2, AS 1012.8.3, AS 1012.8.4

Evaluation of geotechnical and civil construction material - Soil classification Soils Weighted plasticity index Not applicable MR (Qld) Method Q252
Particle density Not applicable

AS 1289.3.5.1




Plasticity index Casagrande; Cone

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

Sieve analysis Fines ratio; Not applicable

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

Linear shrinkage Not applicable

AS 1289.3.4.1

MR (Qld) Method Q106

Moisture content Drying oven; Relative moisture content

AS 1289.2.1.1; MR (Qld) Method Q250

Plastic limit Not applicable

AS 1289.3.2.1

MR (Qld) Method Q105

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

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

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; MR (Qld) Method Q142B

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

MR (Qld) Method Q144A

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 Calculation

AS 1289.5.4.1

Compaction control Hilf

AS 1289.5.7.1

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) NGTM Method N01, MR (Qld) NGTM Method N02, MR (Qld) NGTM Method N03

Density index Not applicable

AS 1289.5.6.1

Degree of saturation Not applicable

MR (Qld) Method Q146

Characteristic field density values Not applicable

MR (Qld) Method Q020

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
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 pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1

MR (Qld) Method Q101

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 Stabiliser working time Cementitious stabilisation time MR (Qld) Method Q136A
Curing of moulded specimens Not applicable MR (Qld) Method Q135B
Compressive strength Uniaxial unconfined

AS 5101.4

MR (Qld) Method Q115

Sample preparation UCS specimens - Field mix; UCS specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B
Sample preparation Cement stabilisation; Lime stabilisation MR (Qld) Method Q135A
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1

MR (Qld) Method Q060

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

Not applicable Hardened concrete by coring

AS 1012.14

Soils Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Not applicable Site selection - Random sampling

MR (Qld) Method Q050

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

AS 1289.1.2.1

MR (Qld) Method Q060

Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2

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.