Macquarie Geotechnical Pty Ltd

Site

Dubbo Laboratory

Accreditation No.

14874

Site No.

16059

Date of Accreditation

27 Apr 2006

Address

7 Energy Place
Dubbo, NSW 2830
Australia

macgeo.com.au

Contact

Mr Troy Gasseling P: +61 0422719880

Availability

Services available to external clients

Macquarie Geotechnical Pty Ltd address map

Scope of Accreditation

Print scopes
Dubbo 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 Clay and fine silt Settling AS 1141.33, RMS (NSW) Method T268

TfNSW TS 02799.43

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 Bulk density Compacted; Uncompacted AS 1141.4
RMS (NSW) Method T211, RMS (NSW) Method T212
TfNSW TS 02799.10, TfNSW TS 02799.11
Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water AS 1141.6.1
RMS (NSW) Method T209
TfNSW TS 02799.08
Particle size distribution Sieve analysis

AS 1141.11.1, RMS (NSW) Method T201

TfNSW TS 02799.02

Moisture content Drying oven

 RMS (NSW) Method T262

TfNSW TS 02799.39

Particle density of fine aggregate; Water absorption of fine aggregate Weighing-in-water AS 1141.5
RMS (NSW) Method T210
TfNSW TS 02799.09
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

Shape Flakiness AS1141.15
Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12, RMS (NSW) Method T203

TfNSW TS 02799.04

Shape Crushed faces

 RMS (NSW) Method T239

TfNSW TS 02799.36

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 strength Aggregates Wet/dry strength variation Not applicable AS 1141.22,  RMS (NSW) Method T215

TfNSW TS 02799.13

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ Concrete, grout and mortar Slump flow Cone; J-ring; T500

AS 1012.3.1, AS 1012.3.5

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Air content of freshly mixed concrete Increased air pressure

 AS 1012.4.1

Air content of freshly mixed concrete Reduced air pressure

 AS 1012.4.2

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Compressive strength Cylinder

AS 1012.9

Mass per unit volume - Fresh concrete In situ measurement using fixed volume measure AS 1012.5
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

Specimen manufacture and curing Manufacture and curing of drying shrinkage specimens in the laboratory

AS 1012.8.4

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 (2014);TfNSW T199;

TfNSW TS 02795.22,TfNSW TS 02795.55

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 (2012);TfNSW T109

TfNSW TS 02795.05

Fine particles in road materials Not applicable

 RMS (NSW) Method T107 (2012);TfNSW T107;

TfNSW TS 02795.03

Sieve analysis Not applicable

AS 1289.3.6.1, RMS (NSW) Method T106 (2012);TfNSW T106;

TfNSW TS 02795.02

Liquid limit Casagrande four point

AS 1289.3.1.1, RMS (NSW) Method T108 (2012);TfNSW T108

TfNSW TS 02795.04

Linear shrinkage Not applicable

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

TfNSW TS 02795.08

Moisture content Drying oven AS 1289.2.1.1, RMS (NSW) Method T120

TfNSW TS 02795.14

Plastic limit Not applicable

AS 1289.3.2.1, RMS (NSW) Method T109 (2012);TfNSW T109

TfNSW TS 02795.05

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

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

AS 1289.5.4.2

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1, RMS (NSW) Method T112

TfNSW TS 02795.07

Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162

TfNSW TS 02795.24

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 field density Soils Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28

Dry density ratio Calculation AS 1289.5.4.1
Field moisture content Nuclear gauge

AS 1289.5.8.1, RMS (NSW) Method T173

TfNSW TS 02795.36

Compaction control Hilf

AS 1289.5.7.1

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 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 (2012);TfNSW T105;

TfNSW TS 02795.01

Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment

RMS (NSW) Method T102 (2012);TfNSW T102;RMS (NSW) Method T103 (2012);TfNSW T103

TfNSW TS 02794.02,TfNSW TS 02794.03

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Stabiliser rate of spread rate In situ measurement

 RMS (NSW) Method T136

TfNSW TS 02796.06

Compressive strength Uniaxial unconfined

RMS (NSW) Method T116, RMS (NSW) Method T131

TfNSW TS 02795.10,TfNSW TS 02796.02

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

AS 1141.3.1,

 RMS (NSW) Method T100

TfNSW TS 02794.01

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

AS 1012.1

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

Chinchilla Project Laboratory 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 Chinchilla Project Laboratory Annex Facility, site no. 26851, is established from 28 August 2024 until 26 January 2025 for Wambo Wind Farm STG2 project for Redimix Concrete (Regional Group Australia), Contract number S0136

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.

Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.