Macquarie Geotechnical Pty Ltd

Site

Narrabri Laboratory

Accreditation No.

14874

Site No.

22176

Date of Accreditation

Address

53 Mooloobar Street
Narrabri, NSW 2390
Australia

macgeo.com.au

Contact

Mr John Boyle P: +61 (02) 63322011

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Withdrawn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Withdrawn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

AS1141 19

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 Compressive strength Cylinder

AS 1012.9 

RMS (NSW) Method T306

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

RMS (NSW) Method T316

Compressive strength Core

AS1012 14

Mass per unit volume - Hardened concrete Water displacement

AS1012 12.2

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

Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Not applicable

AS 1289 3.6.1

RMS (NSW) Method T106

Plasticity index Casagrande

AS 1289 3.3.1

RMS (NSW) Method T109

Moisture content Drying oven

AS 1289 2.1.1

RMS (NSW) Method T120

Linear shrinkage Not applicable

AS 1289 3.4.1

RMS (NSW) Method T113

Liquid limit Casagrande four point; Casagrande one point

AS 1289 3.1.1

AS 1289 3.1.2

RMS (NSW) Method T108

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 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
Evaluation of geotechnical and civil construction material - Soil engineering properties Soils Compressive strength Uniaxial maximum dry

RMS (NSW) Method T116

RMS (NSW) Method T131

Bearing ratio Remoulded specimens

AS 1289.6.1.1; RMS (NSW) Method T117, RMS (NSW) Method T132

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

Relative compaction Not applicable

RMS (NSW) Method T166

Dry density ratio Calculation

AS 1289 5.4.1

Compaction control Hilf

AS 1289 5.7.1

RMS (NSW) Method T162

Density - In-situ Sand pouring apparatus; Sand-cone

RMS (NSW) Method T119

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable; Repeated compaction pre-treatment

AS 1289.1.1; RMS (NSW) Method T102, RMS (NSW) Method T103, RMS (NSW) Method T105

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1

RMS (NSW) Method T100
Concrete, grout and mortar Not applicable Fresh concrete from a mixer

AS 1012.1

RMS (NSW) Method T300

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.