Macquarie Geotechnical Pty Ltd

Site

Bathurst Laboratory

Accreditation No.

14874

Site No.

15016

Date of Accreditation

06 Aug 2002

Address

3 Watt Drive
Bathurst, NSW 2795
Australia

macgeo.com.au

Contact

Mr Troy Gasseling P: +61 0422719880

Availability

Services available to external clients

Scope of Accreditation

Bathurst 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, RMS (NSW) Method T204

TfNSW TS 02799.05

Abrasion resistance Resistance to wear by attrition AS 1141.27
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Sugar Fehlings solution

AS 1141.35, RMS (NSW) Method T269

TfNSW TS 02799.44

Weak particles contaminants Sieve analysis

AS 1141.32, RMS (NSW) Method T202

TfNSW TS 02799.03

Sulfur - Present as acid-soluble sulfate Acid extraction

AS 1141.36, RMS (NSW) Method T219

TfNSW TS 02799.17

Organic impurities Colour test

AS 1141.34, RMS (NSW) Method T260

TfNSW TS 02799.38

Residual contaminants - Chlorides Acid extraction

RMS (NSW) Method T200

TfNSW TS 02799.01

Light particles contaminants Segregation by density

AS 1141.31

Foreign material in recycled aggregate Manual classification

RMS (NSW) Method T276

TfNSW TS 02799.51

Sulfur - Total Bromine reaction

AS 1141.36

Clay and fine silt Settling

AS 1141.33, RMS (NSW) Method T268

TfNSW TS 02799.43

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Crushed faces

RMS (NSW) Method T239

TfNSW TS 02799.36

Shape Proportional calliper

AS 1141.14, RMS (NSW) Method T213

TfNSW TS 02799.12

Particle size distribution Fine particles in road materials

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

TfNSW TS 02795.03

Shape Ratio greatest to least dimension

RMS (NSW) Method T278

TfNSW TS 02799.53

Particle size distribution Sieve analysis of material finer than 2 ?m

AS 1141.13, RMS (NSW) Method T270

TfNSW TS 02799.45

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1, RMS (NSW) Method T209

TfNSW TS 02799.08

Particle density of fine aggregate Weighing-in-water

AS 1141.5, RMS (NSW) Method T210

TfNSW TS 02799.09

Water absorption of coarse aggregate Not applicable

AS 1141.6.1, RMS (NSW) Method T209

TfNSW TS 02799.08

Shape Flakiness

AS 1141.15

Water absorption of fine aggregate Not applicable

AS 1141.5, RMS (NSW) Method T210

TfNSW TS 02799.09

Bulk density Compacted; Uncompacted

AS 1141.4, RMS (NSW) Method T211, RMS (NSW) Method T212

TfNSW TS 02799.10,TfNSW TS 02799.11

Particle size distribution Sieve analysis

AS 1141.11.1, RMS (NSW) Method T201

TfNSW TS 02799.02

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12, RMS (NSW) Method T203

TfNSW TS 02799.04

Moisture content Drying oven

RMS (NSW) Method T262

TfNSW TS 02799.39

Shape Average least dimension

AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235, RMS (NSW) Method T275

TfNSW TS 02799.32,TfNSW TS 02799.50

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Exposure to sodium sulfate solution AS 1141.24, RMS (NSW) Method T266

TfNSW TS 02799.42

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22, RMS (NSW) Method T215

TfNSW TS 02799.13

Aggregate crushing value Not applicable AS 1141.21, RMS (NSW) Method T205

TfNSW TS 02799.06

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar chemical tests Concrete, grout and mortar Chloride level in hardened concrete Nitric acid AS 1012.20.1
Sulfate level in hardened concrete Nitric acid AS 1012.20.1
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Grout consistency Not applicable

RMS (NSW) Method T375

TfNSW TS 02800.49

Slump flow Cone AS 1012.3.1 RMS (NSW) Method T301

TfNSW TS 02800.02

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, RMS (NSW) Method T306, RMS (NSW) Method T375

TfNSW TS 02800.07,TfNSW TS 02800.49

Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1, RMS (NSW) Method T316

TfNSW TS 02800.16

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14 (clause 6.4(d) only)

Specimen manufacture and curing Curing cylinder 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

AS 1012.8.1, AS 1012.8.2, AS 1012.8.4, RMS (NSW) Method T375, ASTM C1550 (clause 7 only)

TfNSW TS 02800.49

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 - Rock properties Rocks Point load strength index Not applicable

AS 4133.4.1, RMS (NSW) Method T223

TfNSW TS 02799.21

Evaluation of geotechnical and civil construction material - Soil chemical properties Soils Chloride Titration APHA 4500 Cl- B
Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Casagrande one point

AS 1289.3.1.2

Plasticity index Casagrande

AS 1289.3.3.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.05

Moisture content Sand bath

RMS (NSW) Method T121

TfNSW TS 02795.15

Moisture content Drying oven

AS 1289.2.1.1, RMS (NSW) Method T120

TfNSW TS 02795.14

Fine particles in road materials Not applicable

RMS (NSW) Method T107;TfNSW T107;

TfNSW TS 02795.03

Particle density Not applicable

AS 1289.3.5.1

Plastic limit

AS 1289.3.2.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.05

Sieve analysis Not applicable

AS 1289.3.6.1, RMS (NSW) Method T106;TfNSW T106;

TfNSW TS 02795.02

Linear shrinkage Not applicable

AS 1289.3.4.1, RMS (NSW) Method T113;TfNSW T113;

TfNSW TS 02795.08

Description, identification and classification Not applicable

AS 1726 Tables 9 and 10 (Laboratory classification elements only)

Liquid limit Casagrande four point

AS 1289.3.1.1, RMS (NSW) Method T108;TfNSW T108;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.04

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130

TfNSW TS 02795.06,TfNSW TS 02796.01

Maximum dry density Not applicable

RMS (NSW) Method T164

TfNSW TS 02795.26

Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162

TfNSW TS 02795.24

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1, RMS (NSW) Method T112

TfNSW TS 02795.07

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

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 electrical properties Soils Electrical resistance Not applicable AS 1289.4.4.1, RMS (NSW) Method T185, APHA 2510

TfNSW TS 02795.43

Evaluation of geotechnical and civil construction material - Soil field density Soils Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28

Field moisture content Nuclear gauge

AS 1289.5.8.1, RMS (NSW) Method T173

TfNSW TS 02795.36

Density index Not applicable

AS 1289.5.6.1

Density - In-situ Sand pouring apparatus; Sand-cone

AS 1289.5.3.1, RMS (NSW) Method T119

TfNSW TS 02795.13

Compaction control Hilf

AS 1289.5.7.1

Dry density ratio Calculation

AS 1289.5.4.1

Moisture ratio Measured

AS 1289.5.4.1

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 AS 1289.6.3.2
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, RMS (NSW) Method T132

TfNSW TS 02795.11,TfNSW TS 02796.03

Compressive strength Uniaxial maximum dry RMS (NSW) Method T114

TfNSW TS 02795.09

Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289.4.3.1, RMS (NSW) Method T123, APHA 4500 H+ B

TfNSW TS 02795.16

Soluble salts Conductivity

APHA 2520 B

Soluble sulfate Acid extraction AS 1289.4.2.1, RMS (NSW) Method T1010, RMS (NSW) Method T1011, APHA 4500 SO42- C


Organic matter Loss on ignition (LOI)

AS 1289.4.1.1

Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Falling head for a remoulded specimen 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, RMS (NSW) Method T105;TfNSW T105;

TfNSW TS 02795.01

Soil pre-treatment Repeated compaction pre-treatment

RMS (NSW) Method T102;TfNSW T102;TfNSW T105;

TfNSW TS 02794.02,TfNSW TS 02795.01

Soil pre-treatment Accelerated weathering pre-treatment

RMS (NSW) Method T103;TfNSW T103;TfNSW T105;

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

Lime content Not applicable

RMS (NSW) Method T144

TfNSW TS 02797.02

Stabiliser rate of spread rate In-situ measurement RMS (NSW) Method T136,
TfNSW TS 02796.06
Stabiliser working time Not applicable

RMS (NSW) Method T147

TfNSW TS 02797.04

Evaluation of geotechnical and civil construction material - Soil triaxial strength Soils Triaxial strength Modified triaxial confined; Modified triaxial unconfined RMS (NSW) Method T171

TfNSW TS 02795.33

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1, RMS (NSW) Method T100

TfNSW TS 02794.01

Not applicable Quarry aggregate from a rock spall; Quarry aggregate from boulders

AS 1141.3.2, RMS (NSW) Method T100

TfNSW TS 02794.01

Concrete, grout and mortar Not applicable Hardened concrete by coring

AS 1012.14

Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1, RMS (NSW) Method T300

TfNSW TS 02800.01

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

AS 1289.1.2.1, RMS (NSW) Method T100

TfNSW TS 02794.01

HumeLink Maragle Switching Yard 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 HumeLink Maragle Switching Yard Annex Facility, site no. 26624 is established from 29 February 2024 until 29 June 2025 for HumeLink Maragle Switching Yard project, for Ocon Services Pty Ltd, Contract number Q23346
Snowy 2.0 Annex 2 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 Snowy 2.0 Annex 2 Facility Site No. 26074 is established from 8 September 2022 to 30 November 2027 for Snowy 2.0 Pumped Hydro Project for Future Generation Joint Venture (FGJV).
Contract No. 6400037588

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