Macquarie Geotechnical Pty Ltd

Site

Sydney Laboratory

Accreditation No.

14874

Site No.

22365

Date of Accreditation

23 Jul 2015

Address

14 Carter Street
Lidcombe, NSW 2141
Australia

macgeo.com.au

Contact

Mr Chris Lloyd P: +61 0414992223

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Sydney 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 contaminants Aggregates Foreign material in recycled aggregate Manual classification

RMS (NSW) Method T276

TfNSW TS 02799.51
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Fine particles in road materials

AS 1141.19
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
Porosity Not applicable

AS 4133.2.1.2; AS 4133.2.1.1
Slake durability index Not applicable

AS 4133.3.4
Density Buoyancy; Callipers

AS 4133.2.1.2; AS 4133.2.1.1
Moisture content Drying oven

AS 4133.1.1.1
Evaluation of geotechnical and civil construction material - Rock strength and deformation Rocks Direct shear strength Not applicable ASTM D5607
Compressive strength Uniaxial load rate controlled

AS 4133.4.2.1
RMS (NSW) Method T229

TfNSW TS 02799.26
Compressive strength Uniaxial strain rate controlled AS 4133.4.2.2
Indirect tensile strength Brazil RMS (NSW) Method T222; ASTM D3967-08
TfNSW TS 02799.20
Deformation Strain rate controlled AS 4133.4.3.2
Deformation Load rate controlled AS 4133.4.3.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Not applicable

AS 1289.3.6.1; TfNSW T106;

TfNSW TS 02795.02
Particle density Not applicable AS 1289.3.5.1 (2006)
Plasticity index Casagrande

AS 1289.3.3.1; TfNSW T109;

TfNSW TS 02795.05
Description, identification and classification Not applicable

AS 1726 Tables 9 and 10 (Laboratory tests only)
Plastic limit Not applicable

AS 1289.3.2.1; TfNSW T109;

TfNSW TS 02795.05
Fine particles in road materials Not applicable

TfNSW T107;

TfNSW TS 02795.03
Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1; AS 1289.3.1.2;  TfNSW T108;

TfNSW TS 02795.04
Moisture content Drying oven

AS 1289.2.1.1; RMS (NSW) Method T120

TfNSW TS 02795.14
Linear shrinkage Not applicable

AS 1289.3.4.1; TfNSW T113;

TfNSW TS 02795.08
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Three compaction point RMS (NSW) Method T162

TfNSW TS 02795.24
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
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 consolidation Soils Consolidation One-dimensional AS 1289.6.6.1
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Pinhole AS 1289.3.8.3
Dispersion Emerson class AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In-situ Nuclear gauge

AS 1289.5.8.1

RMS(NSW) Method T173
Moisture ratio Measured

AS 1289.5.4.1
Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28
Dry density ratio Calculation

AS 1289.5.4.1
Compaction control Hilf

AS 1289.5.7.1
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 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
Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Flexible wall permeameter AS 1289.6.7.3
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment

TfNSW T102; TfNSW T103;

TfNSW TS 02794.02,TfNSW TS 02794.03
Soil pre-treatment Not applicable AS 1289.1.1; RMS (NSW) Method T105; TfNSW T105

TfNSW TS 02795.01
Evaluation of geotechnical and civil construction material - Soil reactivity Soils Swell/collapse One-dimensional ASTM D4546
Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil shear strength Soils Shear strength Direct shear force

AS 1289.6.2.2
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
Evaluation of geotechnical and civil construction material - Soil triaxial strength Soils Triaxial strength Triaxial undrained without pore water pressure measurement AS 1289.6.4.1
Triaxial strength Triaxial consolidate drained ASTM D7181
Triaxial strength Triaxial undrained with pore water pressure measured AS 1289.6.4.2
Sample collection Soils 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

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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