Coffey Testing Pty Ltd

Site

Brisbane Laboratory

Accreditation No.

431

Site No.

589

Date of Accreditation

19 Sep 1966

Address

86A Yarraman Place
Virginia, QLD 4014
Australia

coffeytesting.com

Contact

Mr Royce Smith P: +61 (07) 35698920

Availability

Services available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations

Suspended

Evaluation of geotechnical and civil construction material - Soil shear strength
Soils Shear strength Effective angle of internal friction MR (Qld) Method Q181C
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; Resistance to wear by attrition AS 1141.23, MR (Qld) Method Q229A, MR (Qld) Method Q229B
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; Sugar; Weak particles contaminants; Light particles contaminants; Clay and fine silt Sieve analysis; Settling; Colour test

AS 1141.31, AS 1141.32, AS 1141.33, AS 1141.34, AS 1141.35

Evaluation of geotechnical and civil construction material - Aggregate polishing Aggregates Polished aggregate friction value Vertical wheel; Pendulum friction test AS 1141.40, AS 1141.42, MR (Qld) Method Q203
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Uncompacted; Compacted

AS 1141.4

Particle size distribution Sieve analysis of material finer than 2 ?m; Sieve analysis of material finer than 75 µm; Sieve analysis; Fine particles in road materials

AS 1141.11.1, AS 1141.12, AS 1141.13, AS 1141.19, RMS (NSW) Method T107, RMS (NSW) Method T201

Particle density of coarse aggregate; Particle density of fine aggregate Weighing-in-water

AS 1141.5, AS 1141.6.1

Shape Flakiness; Average least dimension; Crushed faces; Proportional calliper

AS 1141.14, AS 1141.15, AS 1141.18, AS 1141.20.3,  MR (Qld) Method Q201

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on source rock; Clay index; Exposure to sodium sulfate solution; Methylene blue value; Degradation factor on coarse aggregate AS 1141.24, AS 1141.25.1, AS 1141.25.2, AS 1141.25.3, AS 1141.66, MR (Qld) Method Q129, MR (Qld) Method Q208B
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value; Wet/dry strength variation Not applicable

AS 1141.21, AS 1141.22,  RMS (NSW) Method T215

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar chemical tests Concrete, grout and mortar Chloride level in hardened concrete; Sulfate level in hardened concrete Nitric acid AS 1012.20
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; Cylinder

AS 1012.9, RMS (NSW) Method T375

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; In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Rock properties Rocks Moisture content Drying oven

AS 4133.1.1.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Plastic limit; Liquid limit; Weighted plasticity index; Plasticity index; Particle density; Linear shrinkage; Sieve analysis; Apparent particle density; Cone plasticity index; Moisture content Relative moisture content; Casagrande four point; Casagrande one point; Cone four point; Fines ratio; Drying oven

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 1289.3.5.1, AS 1289.3.6.1, AS 1289.3.9.1, 

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, 

RMS (NSW) Method T106, RMS (NSW) Method T108; RMS (NSW) Method T09, RMS (NSW) Method T113, RMS (NSW) Method T120

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); Minimum and maximum dry density; 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, AS 1289.5.5.1,

MR (Qld) Method Q142A,  MR (Qld) Method Q142B,  MR (Qld) Method Q144A,  MR (Qld) Method Q145A,

RMS (NSW) Method T111
Mobile capability - dry density/moisture content relationship, assignment of OMC/MDD
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Percentage (%); Emerson class AS 1289.3.8.1, AS 1289.3.8.2
Evaluation of geotechnical and civil construction material - Soil field density Soils Density index; Relative compaction; Dry density ratio; Field moisture content; Density - In-situ; Moisture ratio; Degree of saturation; Compaction control; Characteristic field density values Sand-cone; Hilf; Nuclear gauge

AS 1289.5.3.1, AS 1289.5.4.1, AS 1289.5.6.1, 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, RMS (NSW) Method T162, RMS (NSW) Method T166, RMS (NSW) Method T173

Mobile capability - compaction control, dry density ratio, moisture ratio, density in-situ, field moisture content
Evaluation of geotechnical and civil construction material - Soil fine particles Soils Fine particle analysis Hydrometer AS 1289.3.6.3
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, RMS (NSW) Method T117
Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Chloride; Soluble salts; Soluble sulfate; Acidity; Organic matter Classical; pH; Loss on ignition (LOI)

AS 1289.4.1.1, AS 1289.4.2.1, AS 1289.4.3.1, AS 1289.4.4.1,  MR (Qld) Method Q120B,  MR (Qld) Method Q122A,  MR (Qld) Method Q122B, MR (Qld) Method Q130A,  MR (Qld) Method Q130B,  MR (Qld) Method Q131B

Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Falling head for a remoulded specimen; Constant head for a remoulded specimen AS 1289.6.7.1, AS 1289.6.7.2
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment

AS 1289.1.1,  

MR (Qld) Method Q101,  MR (Qld) Method Q101A,  MR (Qld) Method Q101B,  MR (Qld) Method Q101C,  MR (Qld) Method Q101D,

RMS (NSW) Method T102, RMS (NSW) Method T103, RMS (NSW) Method T105
Mobile capability - soil pre-treatment
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 Sample preparation; Laboratory stabilisation of soil UCS specimens - Laboratory mix; UCS specimens - Field mix

 MR (Qld) Method Q135A,  MR (Qld) Method Q135B, MR (Qld) Method Q251A,  MR (Qld) Method Q251B

Mobile capability - Preparation only
Stabiliser working time; Lime content; Lime demand; Lime saturation point Not applicable AS 4489.6.1, MR (Qld) Method Q133, MR (Qld) Method Q136A, RMS (NSW) T144
Cement content Heat of neutralisation MR (Qld) Method Q134
Compressive strength Uniaxial unconfined

 MR (Qld) Method Q115

Mobile capability - Preparation only
Sample collection Aggregates Not applicable Aggregate from a stockpile; Site selection by spot sampling

AS 1141.3.1, MR (Qld) Method Q060, MR (Qld) Method Q061

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

AS 1012.1

Soils Not applicable Site selection - Random stratified sampling; Site selection - Random sampling

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

Not applicable Disturbed soil sampling from a stockpile; Disturbed sampling from earthwork; Disturbed soil sampling in-situ; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Undisturbed soil sampling by open-drive sampler; Disturbed soil sampling from an open-drive; Disturbed soil sampling from a windrow; Undisturbed soil sampling by rotary core sampler

AS 1289.1.2.1, AS 1289.1.3.1,

RMS (NSW) Method T100

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 C2SIW - Bruce Highway Upgrade Annex Facility, Site No. 25591 is established from 30 April 2021 until 28 February 2023 for the Bruce Highway Upgrade - Contract 2 Pumiceston Rd Interchange to Steve Irwin Way for Fulton Hogan. Contract No. 7817.27.75

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 Carmichael Rail Network Annex Facility, Site No. 25166 is established from 5 February 2020 until 31 August 2021 for the Carmichael Rail Early Works for BMD Constructions. Contract No. 4236 8028

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