Coffey Testing Pty Ltd

Site

Cairns Laboratory

Accreditation No.

431

Site No.

25719

Date of Accreditation

24 Mar 2025

Address

2/2 Donaldson Street
Manunda, QLD 4870
Australia

coffeytesting.com

Contact

Mr Sam Hill P: +61 0408782721

Availability

Services available to external clients

Coffey Testing Pty Ltd address map

Scope of Accreditation

Print scopes
Cairns Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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 Cube; 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; Curing flexural strength 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 flexural strength specimens; In situ manufacture and curing of grout and mortar cubes AS 1012.8.1, AS 1012.8.2, AS 1012.8.3
Evaluation of geotechnical and civil construction material - Soil classification Soils Cone plasticity index; Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis; Weighted plasticity index Casagrande; Casagrande four point; Casagrande one point; Cone; 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 1289.3.3.2, 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 Q104, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106, MR (Qld) Method Q250, MR (Qld) Method Q252, MR (Qld) Method Q253
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; 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
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; Relative compaction Calculation; Hilf; Nuclear gauge; Sand-cone 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
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 sample preparation Soils Preparation of disturbed samples 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
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined MR (Qld) Method Q115
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
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile AS 1141.3.1
Concrete, grout and mortar Not applicable Fresh concrete from a mixer AS 1012.1
Soils Not applicable Aggregate from a stockpile; Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile AS 1289.1.2.1, 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, 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.

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