Coffey Testing Pty Ltd

Site

Adelaide Laboratory

Accreditation No.

431

Site No.

1151

Date of Accreditation

16 Apr 1975

Address

Unit 2, 30-34 Ragless Street
St Marys, SA 5042
Australia

coffeytesting.com

Contact

Mr Jhorden Minutillo P: +61 0439786290

Availability

Services available to external clients

Coffey Testing Pty Ltd address map

Scope of Accreditation

Print scopes
Adelaide 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 abrasion Aggregates Abrasion resistance Los Angeles machine value AS 1141.23
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt; Light particles contaminants; Organic impurities; Weak particles contaminants Colour test; Segregation by density; Settling; Sieve analysis

AS 1141.31, AS 1141.32, AS 1141.33, AS 1141.34

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted; Uncompacted

AS 1141.4

Shape Average least dimension; Elongation; Flakiness; Proportional calliper; Ratio greatest to least dimension

AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2, AS 1141.20.3;  DPTI (SA) Method TP240,  DPTI (SA) Method TP241,  DPTI (SA) Method TP244

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

AS 1141.5, AS 1141.6.1

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

AS 1141.11.1, AS 1141.12

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Exposure to sodium sulfate solution AS 1141.24
Evaluation of geotechnical and civil construction material - Aggregate stabilisation Aggregates Unconfined compressive strength Not applicable

AS 5101.4

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
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 Core; Cube; Cylinder

AS 1012.9, AS 1012.14

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 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; Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of drying shrinkage specimens in the laboratory; Manufacture and curing of flexural strength 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

Evaluation of geotechnical and civil construction material - Rock properties Rocks Point load strength index In situ measurement; Laboratory measurement AS 4133.4.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Description, identification and classification; Linear shrinkage; Liquid limit; Moisture content; Particle density; 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 1289.3.5.1, AS 1289.3.6.1; AS 1726 Tables 9 and 10;  DPTI (SA) Method TP134,  DPTI (SA) Method TP141, DPTI (SA) Method TP143

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;  DPTI (SA) Method TP164,  DPTI (SA) Method TP166

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class; Pinhole AS 1289.3.8.1, AS 1289.3.8.3
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 Hilf; Nuclear gauge; Sand-cone

AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1, AS 1289.5.8.1;  DPTI (SA) Method TP320

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 laboratory bearing properties Soils Bearing ratio Estimated CBR from classification test DPTI (SA) Method TP133
Bearing ratio Remoulded specimens; Undisturbed samples AS 1289.6.1.1, AS 1289.6.1.2
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 Not applicable

AS 1289.1.1

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Total suction Dew point psychrometer In-house method LDTM 04 - 1289.2.2.1
Reactivity Shrink/swell AS 1289.7.1.1
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1; DPTI (SA) Method TP226

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

AS 1012.1

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

AS 1289.1.4.1, AS 1289.1.4.2

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

Jacinth Ambrosia Mine A3 Embankment Wall 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 Jacinth Ambrosia Mine A3 Embankment Wall Annex Facility, Site No 26968 is established from 1 December 2024 until 15 May 2025 for Tailings Dam Embankment for Iluka Resources Ltd, Contract No 4500573686.

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.