Coffey Testing Pty Ltd

Site

Rockhampton Laboratory

Accreditation No.

431

Site No.

21784

Date of Accreditation

23 Aug 2013

Address

Unit 1, 45 Derby Street, Rockhampton
Rockhampton, QLD 4700
Australia

coffeytesting.com

Contact

Mr Scott Coburn P: +61 0478182791

Availability

Services available to external clients

Coffey Testing Pty Ltd address map

Scope of Accreditation

Print scopes
Rockhampton Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Accreditation is held to establish new branch sitesCairns Branch Laboratory, Site Number 25719 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
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 binder adhesion Aggregates Degree of precoating Not applicable MR (Qld) Method Q216
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt; Organic impurities; Weak particles contaminants Colour test; Settling; Sieve analysis AS 1141.32, AS 1141.33, AS 1141.34
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper AS 1141.14, AS 1141.15, AS 1141.18, AS 1141.20.3,
MR (Qld) Method Q201
Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12

Bulk density; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate Compacted; Uncompacted; Weighing-in-water AS 1141.4, AS 1141.5, AS 1141.6.1
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate; Degradation factor on source rock AS 1141.25.1, AS 1141.25.2, MR (Qld) Method Q208B
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 AS 1012.12.1
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 Manufacture and curing of cylindrical 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

Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis; Weighted plasticity index Casagrande; Casagrande four point; Casagrande one point; Cone four point; Cone one point; Drying oven; Fines ratio; Relative moisture content AS 1289.2.1.1, AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.4.1, AS 1289.3.6.1, AS 1289.3.9.1, AS 1289.3.9.2
MR (Qld) Method Q103A, MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106, MR (Qld) Method Q250, MR (Qld) Method Q252, MR (Qld) Method Q253		 Mobile capability - moisture content - drying oven
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship Modified compactive effort; Standard compactive effort AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2;
MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q144A, MR (Qld) Method Q145A		 Mobile capability - dry density/moisture content relationship, assignment of OMC/MDD
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 Characteristic field density values; Compaction control; Degree of saturation; Density - In situ; Dry density ratio; Field moisture content; Moisture ratio Calculation; Hilf; Nuclear gauge; Sand-cone AS 1289.5.3.1, AS 1289.5.4.1, AS 1289.5.7.1, AS 1289.5.8.1; MR (Qld) Method Q020, MR (Qld) Method Q140A, MR (Qld) Method Q141A, MR (Qld) Method Q141B, MR (Qld) Method Q143, MR (Qld) Method Q146, MR (Qld) Method N01, MR (Qld) Method N02, MR (Qld) Method N03 Mobile capability - compaction control, dry density ratio, moisture ratio, density in-situ, field moisture content
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 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, MR (Qld) Method Q101E
 Mobile capability - soil pre-treatment
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Curing of moulded specimens; Laboratory stabilisation of soil; 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 Q135B, MR (Qld) Method Q251A, MR (Qld) Method Q251B

Compressive strength Uniaxial unconfined

MR (Qld) Method Q115

 Mobile capability - Preparation only
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1, MR (Qld) Method Q061

Concrete, grout and mortar Not applicable Fresh concrete from a mixer AS 1012.1
Soils 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
Not applicable Aggregate from a pavement; Disturbed sampling from earthwork; Disturbed soil sampling from a stockpile

AS 1289.1.2.1, MR (Qld) Method Q060

Clarke Creek Wind Farm Annex Facility

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility 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 The Clarke Creek Wind Farm Annex Facility Site. 26078 is established from 20 September 2022 until 20 December 2024 for the Clarke Creek Windfarm for CatCon. Contract No. 17438.930.
The Clarke Creek Wind Farm Annex Facility, Site 26078 is established from 12 June 2024 until 30 January 2025 for the Clarke Creek Wind Farm Stage 1 for BMD Constructions Pty Ltd, Contract No. 42638000.
Lotus Creek Annex Facility

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility 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 The Lotus Creek Annex Facility, Site No 26970 is established from 2 December 2024 until 1 May 2025 for Broadsound Solar Farm for Horizon United Projects Pty Ltd, Contract No. PO-0032.

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.

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