
National Association of Testing Authorities, Australia
Scope of Accreditation
Macquarie Geotechnical Pty Ltd
Site
Bathurst Laboratory
Accreditation No.
14874
Site No.
15016
Date of Accreditation
06 Aug 2002
Contact
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 | AS 1141.23, 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, TfNSW TS 02799.44 | |
Weak particles contaminants | Sieve analysis | AS 1141.32, TfNSW TS 02799.03 | |||
Sulfur - Present as acid-soluble sulfate | Acid extraction | AS 1141.36, TfNSW TS 02799.17 | |||
Organic impurities | Colour test | AS 1141.34, TfNSW TS 02799.38 | |||
Foreign material in recycled aggregate | Manual classification | TfNSW TS 02799.51 | |||
Clay and fine silt | Settling | AS 1141.33, TfNSW TS 02799.43 | |||
Light particles contaminants | Segregation by density | AS 1141.31 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis | AS 1141.11.1, TfNSW TS 02799.02 | |
Particle size distribution | Fine particles in road materials | AS 1141.19, TfNSW TS 02795.03 | |||
Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1, TfNSW TS 02799.08 | |||
Water absorption of coarse aggregate | Not applicable | AS 1141.6.1, TfNSW TS 02799.08 | |||
Particle density of fine aggregate | Weighing-in-water | AS 1141.5, TfNSW TS 02799.09 | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12, TfNSW TS 02799.04 | |||
Shape | Crushed faces | TfNSW TS 02799.36 | |||
Particle size distribution | Sieve analysis of material finer than 2 ?m | AS 1141.13, TfNSW TS 02799.45 | |||
Shape | Ratio greatest to least dimension | TfNSW TS 02799.53 | |||
Moisture content | Drying oven | TfNSW TS 02799.39 | |||
Shape | Proportional calliper | AS 1141.14, TfNSW TS 02799.12 | |||
Water absorption of fine aggregate | Not applicable | AS 1141.5, TfNSW TS 02799.09 | |||
Shape | Average least dimension | AS 1141.20.1, AS 1141.20.2, TfNSW TS 02799.32,TfNSW TS 02799.50 | |||
Shape | Flakiness | AS 1141.15 | |||
Bulk density | Compacted; Uncompacted | AS 1141.4, TfNSW TS 02799.10,TfNSW TS 02799.11 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Exposure to sodium sulfate solution | AS 1141.24, TfNSW TS 02799.42 | |
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22, TfNSW TS 02799.13 | |
Aggregate crushing value | Not applicable | AS 1141.21, 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 | Slump flow | Cone | AS 1012.3.1 | |
Grout consistency | Not applicable | TfNSW TS 02800.49 | |||
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, TfNSW TS 02800.16 | |
Compressive strength | Core; Cube; Cylinder | AS 1012 9, AS 1012.14, ,TfNSW TS 02800.49 | |||
Mass per unit volume - Hardened concrete | Water displacement | AS 1012.12.2 | |||
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 | |
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, 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 | 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, TfNSW TS 02799.21 | |
Evaluation of geotechnical and civil construction material - Soil chemical properties | Soils | Chloride | Titration | APHA 4500 Cl- B | |
Organic matter | Titration | AS 1289.4.1.1 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Sand bath | TfNSW TS 02795.15 | |
Liquid limit | Casagrande four point | AS 1289.3.1.1, TfNSW TS 02795.04 | |||
Moisture content | Drying oven | AS 1289.2.1.1, TfNSW TS 02795.14 | |||
Liquid limit | Casagrande one point | AS 1289.3.1.2 | |||
Plastic limit | Not applicable | AS 1289.3.2.1, TfNSW TS 02795.05 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1, TfNSW TS 02795.02 | |||
Fine particles in road materials | Not applicable | TfNSW TS 02795.03 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1, TfNSW TS 02795.08 | |||
Description, identification and classification | Not applicable | AS 1726 Tables 9 and 10 (Laboratory classification elements only) | |||
Plasticity index | Casagrande | AS 1289.3.3.1, TfNSW TS 02795.05 | |||
Particle density | Not applicable | AS 1289.3.5.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1, TfNSW TS 02795.07 | |
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |||
Dry density/moisture content relationship | Three compaction point | TfNSW TS 02795.24 | |||
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1, TfNSW TS 02795.06,TfNSW TS 02796.01 | |||
Maximum dry density | Not applicable | 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 electrical properties | Soils | Electrical resistance | Not applicable | AS 1289.4.4.1, TfNSW TS 02795.43, APHA 2510 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Compaction control | Hilf | AS 1289.5.7.1 | |
Density - In situ | Nuclear gauge | AS 1289.5.8.1, TfNSW TS 02795.36 | |||
Moisture ratio | Measured | AS 1289.5.4.1 | |||
Dry density ratio | Calculation | AS 1289.5.4.1 | |||
Density - In situ | Sand pouring apparatus; Sand-cone | AS 1289.5.3.1, RMS (NSW) Method T119 TfNSW TS 02795.13 | |||
Relative compaction | Not applicable | TfNSW TS 02795.28 | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer | AS 1289.3.6.3, 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 | Compressive strength | Uniaxial maximum dry | TfNSW TS 02795.09 | |
Bearing ratio | Remoulded specimens | AS 1289.6.1.1, TfNSW TS 02795.11,TfNSW TS 02796.03 | |||
Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH | AS 1289.4.3.1, TfNSW TS 02795.16, APHA 4500 H+ B | |
Soluble salts | Conductivity | APHA 2520 B | |||
Soluble sulfate | Acid extraction | AS 1289.4.2.1, TfNSW TS 02811.11, APHA 4500 SO42- C | |||
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 | Repeated compaction pre-treatment | TfNSW TS 02794.02, | |
Soil pre-treatment | Not applicable | AS 1289.1.1, TfNSW TS 02795.01 | |||
Soil pre-treatment | Accelerated weathering pre-treatment | TfNSW TS 02794.03 | |||
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 | Lime content | Not applicable | TfNSW TS 02797.02 | |
Compressive strength | Uniaxial unconfined | TfNSW TS 02795.10,TfNSW TS 02796.02 | |||
Stabiliser rate of spread rate | In situ measurement | TfNSW TS 02796.06 | |||
Stabiliser working time | Not applicable | TfNSW TS 02797.04 | |||
Evaluation of geotechnical and civil construction material - Soil triaxial strength | Soils | Triaxial strength | Modified triaxial confined; Modified triaxial unconfined | TfNSW TS 02795.33 | |
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1, TfNSW TS 02794.01 | |
Not applicable | Quarry aggregate from a rock spall; Quarry aggregate from boulders | AS 1141.3.2, 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, 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, TfNSW TS 02794.01 |
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 | BCWF Project Annex Facility, site no. 27095, is established from 8 April 2025 until 8 April 2026 for Boulder Creek Wind Farm project, for Schwarz Excavations, Contract number Q25116. |
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 | Cobar CSA Project Annex Facility, site no. 26958, is established from 14 November 2024 until 14 November 2025 for CSA Mine STSF Stage 10 Embankment Raise Project for Metric PCM Pty Ltd, Contract number CSA-PRJ-SOW-003. |
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 |
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 |
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 | Uungalla Wind Farm Project Annex Facility, site no. 27129, is established from 28 May 2025 until 28 June 2026 for Uungalla Wind Farm Project for Nacap Pty Ltd, Contract number 2064-SER-14. 19-005 |
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.
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Accreditation No.
14874
Site No.
15016
Print date
08 Jun 2025