Coffey Testing Pty Ltd

Site

Gympie Laboratory

Accreditation No.

431

Site No.

14930

Date of Accreditation

29 Apr 2002

Address

Lindley Lane
Curra, QLD 4570
Australia

coffeytesting.com

Contact

Mr Will Halili P: +61 0438977603

Availability

Services available to external clients

Scope of Accreditation

Withdrawn 16 Oct 2024

Voluntary

Gympie Laboratory

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Withdrawn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
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 Cube

RMS (NSW) Method T375

Compressive strength Cube; Cylinder

AS 1012.9, RMS (NSW) Method T375

TfNSW TS 02800.49

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 grout and mortar cubes in the laboratory

RMS (NSW) Method T375

Specimen manufacture and curing Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; Manufacture and curing of grout and mortar cubes in the laboratory

AS 1012.8.1, RMS (NSW) Method T375

TfNSW TS 02800.49

Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A; MR (Qld) Method Q103B

Plastic limit Not applicable

MR (Qld) Method Q105

Liquid limit Cone four point

MR (Qld) Method Q104A

Liquid limit Cone one point

MR (Qld) Method Q104D

Plasticity index Cone

MR (Qld) Method Q105

Linear shrinkage Not applicable

Q106

Moisture content Drying oven

AS 1289.2.1.1

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

MR (Qld) Method Q144A

Dry density/moisture content relationship Modified compactive effort

MR (Qld) Method Q142B

Dry density/moisture content relationship Standard compactive effort

MR (Qld) Method Q142A

Dry density/moisture content relationship Rapid

MR (Qld) Method Q142C (2017)

Oversize material Oversize material treatment

MR (Qld) Method Q143

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 Field moisture content Nuclear gauge

MR (Qld) Method Q141A; MR (Qld) NGTM Method N02

Relative compaction Not applicable

MR (Qld) Method Q140A

Density - In situ Sand-cone

MR (Qld) Method Q141B

Degree of saturation Not applicable

MR (Qld) Method Q146

Density - In situ Nuclear gauge

MR (Qld) Method Q141A; MR (Qld) NGTM Method N01; MR (Qld) NGTM Method N03

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) NGTM Method N01, MR (Qld) NGTM Method N02, MR (Qld) NGTM 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 pre-treatment Soils Soil pre-treatment Not applicable

MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B

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

MR (Qld) Method Q135A

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

MR (Qld) Method Q060, MR (Qld) Method Q061

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, RMS (NSW) Method T375

TfNSW TS 02800.49

Soils Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2; MR (Qld) Method Q050

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

AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050, MR (Qld) Method Q061

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

AS 1289.1.2.1, MR (Qld) Method Q060

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.