Boral Resources (NSW) Pty Ltd

Site

Materials Technical Services – Boral Construction Materials

Accreditation No.

547

Site No.

540

Date of Accreditation

31 Aug 1965

Address

3-5 Gibbon Road
Baulkham Hills, NSW 2153
Australia

boral.com.au

Contact

Mr Aaron Lacey P: +61 (02) 96249914

Availability

Services available to external clients

Boral Resources (NSW) Pty Ltd address map

Scope of Accreditation

Print scopes
Materials Technical Services – Boral Construction Materials

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; RMS (NSW) Method T204; ASTM D7428

TfNSW TS 02799.05

Evaluation of geotechnical and civil construction material - Aggregate binder adhesion Aggregates Initial adhesion; Resistance to stripping Not applicable; Standard plate

AS 1141.50; RMS (NSW) Method T230; T238

TfNSW TS 02799.27,TfNSW TS 02799.35

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt; Foreign material in recycled aggregate; Light particles contaminants; Organic impurities; Sugar; Sulfur - Present as water-soluble sulfate; Weak particles contaminants Colour test; Segregation by density; Settling; Sieve analysis

AS 1141.31; As 1141.32; AS 1141.33; AS 1141.34; AS 1141.35; AS 1141.36;

RMS (NSW) Methods T202; T218; T219; T260; T264; T268; T269; T276

Evaluation of geotechnical and civil construction material - Aggregate polishing Aggregates Polished aggregate friction value Horizontal wheel; Pendulum friction test AS 1141.41; AS 1141.42; RMS (NSW) Methods T231; T233
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Fine particles in road materials; Sieve analysis; Sieve analysis of material finer than 2 ?m; Sieve analysis of material finer than 75 µm

AS 1141.11.1; AS 1141.12; AS 1141.13; AS 1141.19; RMS (NSW) Methods T201, T203; T270; MTS-AGG-1

Moisture content Drying oven

RMS (NSW) Method T262

TfNSW TS 02799.39

Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper; Ratio greatest to least dimension

AS 1141.14; AS 1141.15; AS 1141.18; AS 1141.20.1; AS 1141.20.2; AS 1141.20.3;

RMS (NSW) Methods T213; T235; T239; T275; T278

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; NZS 3111 Part 16; RMS (NSW) Methods T209, T210

Bulk density; Shape Assessment by flow time and void content; Compacted; Uncompacted

AS 1141.4; NZS 3111 Part 19; RMS (NSW) Methods T211; T212; T279; AASSHTO T304, MTS-AGG-1

Evaluation of geotechnical and civil construction material - Aggregate reactivity Aggregates Alkali reactivity; Alkali reactivity potential Accelerated mortar bar; Length change of concrete

AS 1141.60.1; AS 1141.60.2; RMS (NSW) Method T363; T364;
RC (Vic) Method 376.03
ASTM C1260; ASTM C1293

TfNSW TS 02800.39,TfNSW TS 02800.40

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate; Degradation factor on fine aggregate; Degradation factor on source rock; Exposure to sodium sulfate solution; Methylene blue value

AS 1141.24; AS 1141.25.1; AS 1141.25.2; AS 1141.25.3; AS 1141. 66; RMS (NSW) MethodS T266; T659

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; T215

TfNSW TS 02799.06,TfNSW TS 02799.13

Evaluation of geotechnical and civil construction material - Asphalt extraction and grading Asphalts Bitumen content and aggregate grading Reflux

AS/NZS 2891.3.1, RMS (NSW) Method T607

TfNSW TS 02806.08

Evaluation of geotechnical and civil construction material - Asphalt filler Asphalts Apparent particle density of filler; Voids in dry compacted filler; Water soluble fraction of filler Not applicable AS/NZS 1141.7; AS/NZS 1141.8; AS/NZS 1141.17
Evaluation of geotechnical and civil construction material - Asphalt mechanical properties Asphalts Marshall stability and flow Not applicable

AS/NZS 2891.5, RMS (NSW) Method T604

TfNSW TS 02806.05

Evaluation of geotechnical and civil construction material - Asphalt performance Asphalts Fatigue life; Resilient modulus; Wheel tracking stability Flexural bending; Indirect tensile; Wheel tracking machine

AS/NZS 2891.13.1, Austroads Methods AGPT/T231; AGPT/T233; AGPT/T274

Stripping potential Tensile strength ratio

RMS (NSW) Methods T640; T649; Austroads method AGPT/T232

Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts Specimen compaction; Specimen conditioning Compaction of asphalt slabs; Gyratory compaction; Handling and conditioning

AS/NZS 2891.2.1, AS/NZS 2891.2.2, AS/NZS 2891.5, RMS (NSW) Method T602, Austroads Method AGPT/T220

TfNSW TS 02806.03

Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Bulk density; Maximum density; Voids and density relationship Mensuration; Methylated spirits displacement; Presaturation; Water displacement; Waxing

AS/NZS 2891.7.3, AS/NZS 2891.8, AS/NZS 2891.9.1, AS/NZS 2891.9.2, AS/NZS 2891.9.3, RMS (NSW) Methods T605, AS/NZS 2891.7.1

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar chemical tests Concrete, grout and mortar Chloride level in hardened concrete; Chloride penetration resistance; Sulfate level in hardened concrete Nitric acid; Nordtest method; Water soluble AS 1012.20.1; AS 1012 20.2; ASTM C1202; AASHTO T277; CSA A23.2-4B; Nordtest Method NT Build 492
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ Concrete, grout and mortar Compactibility index; Compaction factor; Segregation; Slump flow; Vebe value Cone; J-ring; L-box; Sieve analysis; T500

AS 1012.3.1; AS 1012.3.3; AS 1012.3.4; AS 1012.3.5; ASTM C1611; ASTM C1621; ASTM C1712; EN 12350-11; BS EN 12350 -10; TfNSW TS 02800.58

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar deformation Concrete, grout and mortar Modulus of elasticity Poisson's ratio; Static chord modulus AS 1012.17
Creep Not applicable AS 1012.16
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar performance Concrete, grout and mortar Flexural tensile strength Limit of proportionality; Residual EN 14651
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar permeability Concrete, grout and mortar Permeability Resistivity as an indicator of permeability AASHTO T358
Permeability Voids - No fines concrete; Volume change with water absorption - Permeable voids AS 1012.21; AS 3799 Appendix B; RMS (NSW) Methods T362; T377; T378;  DIN EN 12390-8
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete Fibre content in fresh concrete; Fibre content in hardened concrete Not applicable EN 14721; AS 1012.25.1
Concrete, grout and mortar Bleeding In situ analysis - Freshly mixed concrete

AS 1012.6

Flexural strength Modulus of rupture

AS 1012.11

Setting time - In situ; Setting time - Laboratory Not applicable

AS 1012.18

Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS 1012.12.1; AS 1012.12.2

Maturity Estimation of concrete strength ASTM C1074
Compressive strength Core; Cube; Cylinder

AS 1012.9; AS 1012.14

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

AS 1012.5

Indirect tensile strength Brazil

AS 1012.10

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar shrinkage Concrete, grout and mortar Drying shrinkage specimen measurement Not applicable AS 1012.13
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture Mixing concrete in the laboratory AS 1012.2
Specimen conditioning; Specimen manufacture; Specimen manufacture and curing Curing cylinder specimens in the laboratory; Dry conditioning of hardened concrete core 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 flexural strength specimens in the laboratory; Manufacture and curing of grout and mortar cubes in the laboratory; Mixing concrete 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 T376

TfNSW TS 02800.05,TfNSW TS 02800.50, TfNSW TS 02800.57

Evaluation of geotechnical and civil construction material - Masonry, concrete and clay unit properties Masonry, concrete and clay units Size Not applicable

AS 4046.1; AS 4046.2

Permeability; Water absorption Not applicable

AS 4046.4; As 4046.5; AS/NZS 4058 Appendix F

Resistance to salt attack Not applicable

AS 4046.7; AS 4456.10 (Method B)

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Skid resistance British pendulum portable tester

AS 4663 Appendix A; AS 4586 Appendix A

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 Organic matter; Solids - Deposited; Soluble sulfate Acid extraction; Gravimetric; Loss on ignition (LOI) AS 1289.4.1.1; AS 1289.4.2.1; RMS (NSW) Methods  T1010; T1011; BS 1377 Part 3 Section 5
Evaluation of geotechnical and civil construction material - Soil classification Soils Fine particles in road materials; 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;

RMS (NSW) Methods T106;TfNSW T106;; T107;TfNSW T107;; T108;TfNSW T108;TfNSW T105;; T109;TfNSW T109;TfNSW T105;; T113;TfNSW T113;; T120; T127;

MR (Qld) Methods Q102A; Q103A

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,TfNSW TS 02795.19

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils 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 1289.5.5.1; RMS (NSW) Methods T111; T112; T130

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Sand equivalent AS 1289.3.7.1
Evaluation of geotechnical and civil construction material - Soil electrical properties Soils Electrical resistance Not applicable AS 1289.4.4.1; RMS (NSW) Method T185

TfNSW TS 02795.43

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1; RMS (NSW) Methods T117; T132
Compressive strength Uniaxial maximum dry RMS (NSW) Methods T114; T116; T131
Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity; Acidity - Potential pH AS 1289.4.3.1, RMS (NSW) Method T123

TfNSW TS 02795.16

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) Methods T102;TfNSW T102;TfNSW T105;; T103;TfNSW T103;TfNSW T105;; T105; MR (Qld) Method Q101

TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01

Evaluation of geotechnical and civil construction material - Soil shear strength Soils Shear strength Direct shear force; Effective angle of internal friction AS 1289.6.2.2; MR (Qld) Method Q181C
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Cement content; Lime content Ethylenediamine tetra-acetic acid (EDTA) titration

AS 5101.3.2; RMS (NSW) Method T143

TfNSW TS 02797.01

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 bin; Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow

AS 1141.3.1

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

MTS-AGG-1

Asphalts Not applicable Extraction of a compacted asphalt slab; Extraction of an asphalt core - Dry technique; Uncompacted asphalt

AS/NZS 2891.1.1; AS 2891.1.2

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

AS 1012.1; AS 1012.14

ISO/IEC 17025 (2017)

Materials

Service Product Determinant Technique Procedure Limitations
Analysis of bituminous materials - Properties Bituminous materials Flash point Cleveland open cup

ASTM D92

Softening point Ring and ball

AS 2341.18; Austroads Method AGPT/T131

Sieve residue Sieve analysis

AS/NZS 2341.20

Torsional recovery Not applicable

Austroads Method AGPT/T122

Ductility; Viscosity Brookfield viscometer; Dynamic - Capillary tube; Kinematic; Rotational

AS/NZS 2341.2, AS/NZS 2341.4, Austroads Method AGPT/T111, ASTM D7175 

Penetration of bitumen Not applicable

AS 2341.12

Density Density bottle

AS 2341.7

Sample handling and conditioning Not applicable

Austroads Method AGPT/T102

Viscosity Dynamic shear rheometer  Austroads Method AGPT/T192
Permanent recovery and creep Dynamic shear rheometer

 ASTM D7405;  AASHTO T315; AASHTO T350

Rolling thin film oven (RTFO) Effect of heat and air on a moving film of bitumen ASTM D2872; Austroads Method AGPT/T103
Sedimentation Not applicable

Austroads Method AGPT/T108

Analysis of cements and cementitious materials - Composition Cement products Insoluble residue Not applicable

AS 2350.9

Water content Not applicable

AS 3583.2

Cement products; Pozzolanic materials Loss on ignition Not applicable

AS 3583.3

Pozzolanic materials Sulfur trioxide (sulfuric anhydride) Classical - Dry ingredients; Classical - Hydrated material

AS 3583.8

Analysis of cements and cementitious materials - Properties Cement products Sample preparation of portland and blended cement Not applicable

AS 2350.12

Consistency; Setting time Not applicable

AS/NZS 2350.3; AS/NZS 2350.4

Fineness; Fineness index Air permeability; Not applicable

AS 2350.8; AS 3583.1

Soundness Not applicable

AS/NZS 2350.5

Drying shrinkage; Length change Length change with exposure to sulfate solution

AS 2350.13; AS 2350.14

Cement products; Pozzolanic materials Accelerated pozzolanic strength activity; Compressive strength; Relative strength and water requirement Not applicable

AS/NZS 2350.11; AS 3583.6; ASTM C1240 Part 16

Pozzolanic materials Relative density (specific gravity) Displacement

AS 3583.5

Lobbs Hole 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 Lobbs Hole Annex Facility, Site No. is established from 1 June 2022 until 17 November 2027 for on the Snowy 2.0 Project, Contract No. 64000 for Future Generation Joint Venture (FGJV)
Polo Flat 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 Polo Flat Annex Facility, Site No. 25914 is established from 26 April 2022 until 17 November 2027 for works on the Snowy 2.0 Project, Contract No. 6400047187 for Future Generation Joint Venture (FGJV)
Tantangara 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 Tantangara  Annex Facility, Site No. is established from  20 May 2022 until 17 November 2027 for on the Snowy 2.0 Project, Contract No. 6400047187 for Future Generation Joint Venture (FGJV)

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