Macquarie Geotechnical Pty Ltd

Site

Dubbo Laboratory

Accreditation No.

14874

Site No.

16059

Date of Accreditation

27 Apr 2006

Address

6 Johnson Street
Dubbo, NSW 2830
Australia

macgeo.com.au

Contact

Mr Nathan Russell P: +61 0427000212

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 contaminants Aggregates Foreign material in recycled aggregate Manual classification

 RMS (NSW) Method T276

Clay and fine silt Settling AS 1141.33, RMS (NSW) Method T268
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis

AS 1141.11.1, RMS (NSW) Method T201

Shape Crushed faces

 RMS (NSW) Method T239

Shape Average least dimension

AS 1141.20.1,

AS 1141.20.2,

 RMS (NSW) Method T235, RMS (NSW) Method T275

Shape Flakiness AS1141.15
Moisture content Drying oven

 RMS (NSW) Method T262

Particle size distribution Fine particles in road materials

AS 1141.19

Shape Proportional calliper

AS 1141.14, RMS (NSW) Method T213

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12, RMS (NSW) Method T203

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22,  RMS (NSW) Method T215
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

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

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;TfNSW T199;
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven AS 1289.2.1.1, RMS (NSW) Method T120
Fine particles in road materials Not applicable

 RMS (NSW) Method T107;TfNSW T107;

Plasticity index Casagrande

AS 1289.3.3.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

Liquid limit Casagrande one point

AS 1289.3.1.2

Sieve analysis Not applicable

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

Linear shrinkage Not applicable

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

Liquid limit Casagrande four point

AS 1289.3.1.1, RMS (NSW) Method T108;TfNSW T108;TfNSW T105;

Plastic limit Not applicable

AS 1289.3.2.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1, RMS (NSW) Method T112

Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162

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 Field moisture content Nuclear gauge

AS 1289.5.8.1, RMS (NSW) Method T173

Dry density ratio Calculation AS 1289.5.4.1
Relative compaction Not applicable

RMS (NSW) Method T166

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
Compressive strength Uniaxial maximum dry RMS (NSW) Method T114
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;TfNSW T105;

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

RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T103;TfNSW T103;TfNSW T105;

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

 RMS (NSW) Method T136

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 pavement; Aggregate from a stockpile

AS 1141.3.1,

 RMS (NSW) Method T100

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

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.