Coffey Testing Pty Ltd

Site

Newcastle Laboratory

Accreditation No.

431

Site No.

1496

Date of Accreditation

20 Jan 1981

Address

16 Callistemon Close
Warabrook, NSW 2304
Australia

coffeytesting.com

Contact

Mr Joe Stallard P: +61 (02) 40162300

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 abrasion Aggregates Abrasion resistance Los Angeles machine value; Resistance to wear by attrition AS 1141.23, AS 1141.27
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt; Foreign material in recycled aggregate; Organic impurities; Weak particles contaminants Colour test; Manual classification; Settling; Sieve analysis

AS 1141.32, AS 1141.33, AS 1141.34, RMS (NSW) Method T202, RMS (NSW) Method T260, RMS (NSW) Method T268, RMS (NSW) Method T276

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate Weighing-in-water

AS 1141.5, AS 1141.6.1, RMS (NSW) Method T209, RMS (NSW) Method T210

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

AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T213, RMS (NSW) Method T235, RMS (NSW) Method T239, RMS (NSW) Method T275

Bulk density Compacted; Uncompacted

AS 1141.4

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

AS 1141.11.1, AS 1141.12, RMS (NSW) Method T201, RMS (NSW) Method T203

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Exposure to sodium sulfate solution AS 1141.24, RMS (NSW) Method T266
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 T205, RMS (NSW) Method T215
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Grout consistency; Slump flow Cone; J-ring

AS 1012.3.1, RMS (NSW) Method T301, RMS (NSW) Method T375, ASTM C1611, ASTM C1621

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Specimen preparation Capping of compressive strength specimens RMS (NSW) Method T305
Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure

AS 1012.5

Flexural strength Modulus of rupture

AS 1012.11, RMS (NSW) Method T328

Compressive strength Core; Cube; Cylinder

AS 1012.9, AS 1012.14, RMS (NSW) Method T306, RMS (NSW) Method T375

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

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen conditioning; 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 drying shrinkage specimens; In-situ manufacture and curing of flexural strength specimens; In-situ manufacture and curing of grout and mortar cubes; Moist curing drying shrinkage specimens in the laboratory; Wet conditioning of hardened concrete core specimens

AS 1012.8.1, AS 1012.8.2, AS 1012.8.3,  AS 1012.8.4, AS 1012.14, RMS (NSW) Method T304, RMS (NSW) Method T327, RMS (NSW) Method T375

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;

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch

RMS (NSW) Method T240

Evaluation of geotechnical and civil construction material - Rock properties Rocks Point load strength index Not applicable

AS 4133.4.1, RMS (NSW) Method T223

Slake durability index Not applicable

AS 4133.3.4

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 four point; Casagrande one point; Correlation; Drying oven; Hot plate; Infrared light; Microwave oven; Sand bath

AS 1289.2.1.1, AS 1289.2.1.2, AS 1289.2.1.4, AS 1289.2.1.5, AS 1289.2.1.6, AS 1289.2.3.1, 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, RMS (NSW) Method T180

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); Dry density/moisture content relationship; Minimum and maximum dry density Modified compactive effort; Standard compactive effort; Three compaction point

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 T162, RMS (NSW) Method T164

Mobile capability - dry density/moisture content relationship, assignment of OMC/MDD
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 - In-situ; Density index; Dry density ratio; Field moisture content; Moisture ratio; Relative compaction Calculation; Hilf; Measured; Nuclear gauge; Sand pouring apparatus; Sand-cone

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, RMS (NSW) Method T119, 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 in-situ penetration Soils Penetration in-situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.2, AS 1289.6.3.3
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio; Compressive strength Remoulded specimens; Uniaxial maximum dry AS 1289.6.1.1, RMS (NSW) Method T114,  RMS (NSW) Method T117, RMS (NSW) Method T132
Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289.4.3.1, RMS (NSW) Method T123

Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Constant head for a remoulded specimen; Falling 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; RMS (NSW) Method T102; TfNSW T102; RMS (NSW) Method T103;TfNSW T103; TfNSW T105; 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 Stabiliser rate of spread rate; Stabiliser working time Cementitious stabilisation time; In-situ measurement

RMS (NSW) Method T136, RMS (NSW) Method T147

Compressive strength Uniaxial unconfined AS 5101.4, RMS (NSW) Method T116, RMS (NSW) Method T131 Mobile capability - Preparation only
Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow

AS 1141.3.1, RMS (NSW) Method T100

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Hardened concrete by coring

AS 1012.1, AS 1012.14, RMS (NSW) Method T300

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

AS 1289.1.2.1, RMS (NSW) Method T100

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

AS 1289.1.4.1, AS 1289.1.4.2

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 Bathurst Annex Facility, Site 25729 is established from 27 September 2021 until 20 September 2023 for the Kelso to Raglan Material Testing project for TfNSW. Contract No. 21.0000129161.0506

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 Polo Flat Annex Facility Site No. 25384 is established from 2 November 2020 until 23 December 2021 for the Snowy Hydro Precast Yard for Future Generation. Contract No. 6400029944

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 Snowy Hydro 2.0 Annex Facility, Site No. 25621, is established from 31 May 2021 until 14 November 2021 for the Snowy Hydro 2.0 project for MAAS Civil. Contract No. C0118-001

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