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 Cameron Crawford P: +61 (07) 54454952

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 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 Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12

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
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
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
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
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
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 specimens - Field mix; UCS 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

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 Aggregate from a pavement; Disturbed sampling from earthwork; Disturbed soil sampling from a stockpile

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.