Network Geotechnics Pty Ltd

Site

Seven Hills

Accreditation No.

1318

Site No.

10791

Date of Accreditation

Address

31 Anvil Road
Seven Hills, NSW 2147
Australia

netgeo.com.au

Contact

Mr Jack McKillop P: +61 0437727265

Availability

Services available to external clients

Scope of Accreditation

Withdrawn

ISO/IEC 17025 (2005)

Infrastructure and Asset Integrity

Withdrawn
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 properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

RMS (NSW) Method T203

Particle size distribution Sieve analysis

AS 1141.11.1

RMS (NSW) Method T201

Particle size distribution Fine particles in road materials

RMS (NSW) Method T107

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

RMS (NSW) Method T301

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

RMS (NSW) Method T316

Modulus of elasticity Static chord modulus

AS 1012.17

Specimen preparation Capping of compressive strength specimens

RMS (NSW) Method T305

Specimen preparation Dressing of voids

RMS (NSW) Method T368

Modulus of elasticity Poisson's ratio

AS 1012.17

Compressive strength Cylinder

AS 1012.9

RMS (NSW) Method T306

Compressive strength Core

AS 1012.14

RMS (NSW) Method T310

Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2

RMS (NSW) Method T317

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

RMS (NSW) Method T320

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

AS 1012.5

RMS (NSW) Method T303

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

RMS (NSW) Method T304

Specimen conditioning Dry conditioning of hardened concrete core specimens

AS 1012.14

RMS (NSW) Method T310

Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Specimen manufacture and curing In-situ manufacture and curing of flexural strength specimens

AS 1012.8.2

RMS (NSW) Method T327

Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Benkelman beam; Deflection monitoring

RMS (NSW) Methods T160, T199

Evaluation of geotechnical and civil construction material - Rock properties Rocks Compressive strength Uniaxial load rate controlled

AS 4133.4.2.1

Deformation Strain rate controlled

AS 4133.4.3.2

Direct shear strength Not applicable

ASTM D5607

Point load strength index Not applicable

AS 4133.4.1

RMS (NSW) Method T223

Compressive strength Uniaxial strain rate controlled

AS 4133.4.2.2

Direct shear strength; Slake durability index Not applicable

AS 4133.3.4

Moisture content Drying oven

AS 4133.1.1.1

Deformation Load rate controlled

AS 4133.4.3.1

Indirect tensile strength Brazil

ASTM D3967

Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven

AS 1289.2.1.1

RMS (NSW) Method T120

MR (Qld) Method Q102A

Sieve analysis Not applicable

AS 1289.3.6.1

RMS (NSW) Method T106

MR (Qld) Method Q103A

Liquid limit Casagrande four point

RMS (NSW) Method T108

Plasticity index Casagrande

AS 1289.3.3.1

RMS (NSW) Method T109

Particle density Not applicable

AS 1289.3.5.1

RMS (NSW) Method T127

Liquid limit Casagrande one point

AS 1289.3.1.1

AS 1289.3.1.2

Linear shrinkage Not applicable

AS 1289.3.4.1

RMS (NSW) Method T113

Fine particles in road materials Not applicable

RMS (NSW) Method T107

Plastic limit Not applicable

AS 1289.3.2.1

RMS (NSW) Method T109

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship; Minimum and maximum dry density Modified compactive effort

AS 1289.5.2.1

RMS (NSW) Method T112

MR (Qld) Methods Q142B Q142E

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

RMS (NSW) Method T162

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

RMS (NSW) Method T111

RMS (NSW) Method T130

MR (Qld) Method Q142A

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Maximum dry density Not applicable

RMS (NSW) Method T164

Evaluation of geotechnical and civil construction material - Soil engineering properties Soils Bearing ratio Remoulded specimens

AS 1289.6.1.1

RMS (NSW) Method T117

RMS (NSW) Method T132

RMS (NSW) Method T167

Reactivity Shrink/swell

AS 1289.7.1.1

Shear strength Direct shear force

AS 1289.6.2.2

Shear strength Direct shear force; Effective angle of internal friction

MR (Qld) Method Q181A,  Q181C

Penetration in-situ Dynamic cone

AS 1289.6.3.2

RMS (NSW) Method T161

Dispersion Emerson class

AS 1289.3.8.1

Fine particle analysis Hydrometer

AS 1289.3.6.3

RMS (NSW) Method T190

Penetration in-situ Perth sand penetrometer

AS 1289.6.3.3

Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In-situ Sand-cone

AS 1289.5.3.1

Moisture ratio Measured

AS 1289.5.4.1

Dry density ratio Calculation

AS 1289.5.4.1

Compaction control Hilf

AS 1289.5.7.1

Density index Not applicable

AS 1289.5.6.1

Density - In-situ Nuclear gauge

AS 1289.5.8.1

RMS (NSW) Method T173

Relative compaction Not applicable

RMS (NSW) Method T166

Density - In-situ Sand pouring apparatus

RMS (NSW) Method T119

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment

RMS (NSW) Method T102

RMS (NSW) Method T103

Soil pre-treatment Not applicable

AS 1289.1.1

RMS (NSW) Method T105

MR (Qld) Method Q101

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

RMS (NSW) Method T116

RMS (NSW) Method T131

Sample collection Aggregates Not applicable Aggregate from a conveyor belt; Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1

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

AS 1012.1

RMS (NSW) Method T300

Not applicable Hardened concrete by coring

AS 1012.14

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

AS 1289.1.4.1, 1.4.2

Not applicable Undisturbed soil sampling by open-drive sampler

AS 1289.1.3.1

Not applicable 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

ISO/IEC 17025 (2005)

Infrastructure and Asset Integrity

Withdrawn
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 NBHCaNE Annex Facility, Site No. 23706, is established from 24 October 2016 to 2 July 2019 for Roads and Maritime Services Northern Beaches Hospital Connectivity and Network Enhancement, Contract No. MSW.002 for Ferrovial York Joint Venture

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