Coffey Testing Pty Ltd

Site

Sydney Laboratory

Accreditation No.

431

Site No.

21846

Date of Accreditation

22 Jul 2013

Address

31 Hope Street
Melrose Park, NSW 2114
Australia

coffeytesting.com

Contact

Mr Cameron Bik P: +61 0424521225

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Sydney Laboratory

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 properties Aggregates Particle size distribution Fine particles in road materials; Sieve analysis

AS 1141.11.1, AS 1141.19, RMS (NSW) Method T107;TfNSW T107;, RMS (NSW) Method T201,

TfNSW TS 02795.03,TfNSW TS 02799.02
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Compactibility index; Expansion and bleeding; Flow of grout; Slump flow; Vebe value Cone; J-ring; Not applicable

AS 1012.3.1, AS 1012.3.3, AS 1012.3.4, RMS (NSW) Method T301, ASTM C939-10, ASTM C940-10, ASTM Method C1611, ASTM Method C1621

TfNSW TS 02800.02
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar permeability Concrete, grout and mortar Permeability Flow rate (no fines concrete); Voids - No fines concrete RMS (NSW) Method T377, RMS (NSW) Method T378

TfNSW TS 02800.51,TfNSW TS 02800.52
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Compressive strength Core; Cube; Cylinder

AS 1012.9, AS 1012.14 (clause 6.5), RMS (NSW) Method T305, RMS (NSW) Method T306, RMS (NSW) Method T310, RMS (NSW) Method T375

TfNSW TS 02800.06,TfNSW TS 02800.07,TfNSW TS 02800.11,TfNSW TS 02800.49
Uniformity of mixing Not applicable

AS 1379 Clause 1.8.2, Appendix A
Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS 1012.12.1, AS 1012.12.2, RMS (NSW) Method T316, RMS (NSW) Method T317

TfNSW TS 02800.16,TfNSW TS 02800.17
Flexural strength Modulus of rupture

AS 1012.11, RMS (NSW) Method T328

TfNSW TS 02800.25
Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2, RMS (NSW) Method T320

TfNSW TS 02800.20
Indirect tensile strength Brazil

AS 1012.10, RMS (NSW) Method T315, DIN 1048 Part 5 (1991)

TfNSW TS 02800.15
Bleeding In-situ analysis - Freshly mixed concrete

AS 1012.6, RMS (NSW) Method T313

TfNSW TS 02800.13
Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure

AS 1012.5, RMS (NSW) Method T303

TfNSW TS 02800.04
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen conditioning; Specimen manufacture; Specimen manufacture and curing Curing cylinder specimens in the laboratory; Dry conditioning of hardened concrete core specimens; Field simulated curing of moulded concrete specimens; In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of drying shrinkage specimens; In-situ manufacture and curing of flexural strength specimens; In-situ manufacture and curing of grout and mortar cubes; Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of drying shrinkage specimens in the laboratory; Manufacture and curing of fibre reinforced specimens in the field; Manufacture and curing of flexural strength specimens in the laboratory; Manufacture and curing of grout and mortar cubes in the laboratory; Wet conditioning of hardened concrete core specimens

AS 1012.8.1, AS 1012.8.2, AS 1012.8.4, AS 1012.14, RMS (NSW) Method T304, RMS (NSW) Method T310, RMS (NSW) Method T312 (clauses 1 to 8 only), RMS (NSW) Method T327, RMS (NSW) Method T367, RMS (NSW) Method T368, ASTM C1550 Appendix A

TfNSW TS 02800.05,TfNSW TS 02800.11,TfNSW TS 02800.12,TfNSW TS 02800.24,TfNSW TS 02800.42,TfNSW TS 02800.43
Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Benkelman beam; Deflection monitoring

RMS (NSW) Method T160, RMS (NSW) Method T199;TfNSW T199;

TfNSW TS 02795.22,TfNSW TS 02795.55
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch

RMS (NSW) Method T240

TfNSW TS 02799.37
Evaluation of geotechnical and civil construction material - Rock properties Rocks Density; Porosity Buoyancy; Callipers

AS 4133.2.1.1, AS 4133.2.1.2
Point load strength index Not applicable AS 4133.4.1, RMS (NSW) Method T223, TfNSW TS 02799.21
Moisture content Drying oven AS 4133.1.1.1
Evaluation of geotechnical and civil construction material - Rock strength and deformation Rocks Compressive strength; Deformation Load rate controlled; Strain rate controlled AS 4133.4.2.1, AS 4133.4.2.2, AS 4133.4.3.1, AS 4133.4.3.2
Indirect tensile strength Brazil RMS (NSW) Method T222, TfNSW TS 02799.20 
Evaluation of geotechnical and civil construction material - Soil classification Soils Fine particles in road materials; Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis Casagrande; Casagrande four point; Casagrande one point; 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 1289.3.4.1,AS 1289.3.6.1, RMS (NSW) Method T106;TfNSW T106;, RMS (NSW) Method T107;TfNSW T107;, RMS (NSW) Method T108;TfNSW T108;TfNSW T105;, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;, RMS (NSW) Method T113;TfNSW T113;, RMS (NSW) Method T120

TfNSW TS 02795.01,TfNSW TS 02795.02,TfNSW TS 02795.03,TfNSW TS 02795.04,TfNSW TS 02795.05,TfNSW TS 02795.08,TfNSW TS 02795.14
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; Minimum and maximum dry density 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, RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T130, RMS (NSW) Method T164

TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02796.01,TfNSW TS 02795.26
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 Compaction control; Density index; Field moisture content; Impact strength - In-situ; Moisture ratio; Relative compaction Hilf; Nuclear gauge

 AS 1289.5.3.2, AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1, AS 1289.5.8.1, RMS (NSW) Method T119, RMS (NSW) Method T162, RMS (NSW) Method T166, RMS (NSW) Method T173

TfNSW TS 02795.13,TfNSW TS 02795.24,TfNSW TS 02795.28,TfNSW TS 02795.36
Evaluation of geotechnical and civil construction material - Soil fine particles Soils Fine particle analysis Hydrometer AS 1289.3.6.3, RMS (NSW) Method T190

TfNSW TS 02795.48
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.2, AS 1289.6.3.3, RMS (NSW) Method T161

TfNSW TS 02795.23
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1, RMS (NSW) Method T117

TfNSW TS 02795.11
Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Flexible wall permeameter AS 1289.6.7.3
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment; Not applicable; Repeated compaction pre-treatment

AS 1289.1.1, RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T103;TfNSW T103;TfNSW T105;, RMS (NSW) Method T105

TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01
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 Compressive strength Uniaxial unconfined

RMS (NSW) Method T116, RMS (NSW) Method T131

TfNSW TS 02795.10,TfNSW TS 02796.02
Evaluation of geotechnical and civil construction material - Soil triaxial strength Soils Triaxial strength Triaxial undrained without pore water pressure measurement AS 1289.6.4.1
Triaxial strength Triaxial undrained with pore water pressure measured AS 1289.6.4.2
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1, RMS (NSW) Method T100

TfNSW TS 02794.01
Concrete, grout and mortar Not applicable Fresh concrete from deposited concrete; Hardened concrete by coring

AS 1012.1, AS 1012.14 (clause 6.2), RMS (NSW) Method T300, RMS (NSW) Method T375

TfNSW TS 02800.01,TfNSW TS 02800.49
Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ

AS 1289.1.2.1, RMS (NSW) Method T100

TfNSW TS 02794.01
Cadia Valley Operations 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 Cadia Valley Operations Annex Facility No 26667 is established from 23 April 2024 until 23 April 2025 for Cadia Valley Operations - STSF Stage 7 for SEE Civil, Contract No. 1192.

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.