Geotechnical Testing Services Pty Ltd

Site

Soil & Concrete Laboratory

Accreditation No.

842

Site No.

16478

Date of Accreditation

05 Dec 2006

Address

6 Venture Close
Coolum Beach, QLD 4573
Australia

geotest.com.au

Contact

Mr John Boykett P: +61 0427496229

Availability

Services available to external clients

Scope of Accreditation

Withdrawn 01 Jul 2024

Voluntary

Soil & Concrete Laboratory

ISO/IEC 17025 (2005)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Rapid

MR (Qld) Method Q142C

ISO/IEC 17025 (2017)

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Withdrawn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 contaminants Aggregates Clay and fine silt Settling

AS 1141.33

Organic impurities Colour test

AS 1141.34

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Water absorption of fine aggregate Not applicable AS 1141.5
Water absorption of coarse aggregate Not applicable AS 1141.6.1
Bulk density Compacted AS 1141.4
Shape Flakiness AS 1141.15
Particle density of fine aggregate Weighing-in-water AS 1141.5
Particle size distribution Sieve analysis

AS 1141.11.1

Bulk density Uncompacted AS 1141.4
Shape Proportional calliper AS 1141.14
Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Particle density of coarse aggregate Weighing-in-water AS 1141.6.1
Shape Average least dimension AS 1141.20.1
AS 1141.20.2
AS 1141.20.3
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
Aggregate crushing value Not applicable AS 1141.21
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 Reduced air pressure AS 1012.4.2
Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Compressive strength Cube; 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 In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Specimen manufacture and curing In-situ manufacture and curing of grout and mortar cubes AS 1012.8.3
Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

Specimen manufacture and curing Manufacture and curing of grout and mortar cubes in the laboratory AS 1012.8.3
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Penetration depth Ball embedment Austroads Method AGPT/T251
Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Fines ratio MR (Qld) Method Q253
Liquid limit Cone one point

MR (Qld) Method Q104D

Fine particles in road materials Not applicable

RMS (NSW) Method T107;TfNSW T107;

Plastic limit Not applicable

AS 1289.3.2.1

Moisture content Drying oven

AS 1289.2.1.1

mobile capability
Liquid limit Casagrande four point

AS 1289.3.1.1

Plasticity index Casagrande

AS 1289.3.3.1

Weighted plasticity index Not applicable MR (Qld) Method Q252
Plasticity index Cone

MR (Qld) Method Q105

Linear shrinkage Not applicable

AS 1289.3.4.1

Sieve analysis Not applicable

AS 1289.3.6.1

Liquid limit Casagrande one point

AS 1289.3.1.2

Liquid limit Cone four point

MR (Qld) Method Q104A

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Oversize material Oversize material treatment

MR (Qld) Method Q143

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

mobile capability
Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162

TfNSW TS 02795.24

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

AS 1289.5.4.2

Minimum and maximum dry density Not applicable AS 1289.5.5.1
Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1


mobile capability
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 Characteristic field density values Not applicable MR (Qld) Method Q020
Field moisture content Nuclear gauge

AS 1289.5.8.1

mobile capability
Compaction control Hilf

AS 1289.5.7.1

Impact strength - In-situ Measured NFP 94-105 procedure (A, B or C)
Density index Not applicable

AS 1289.5.6.1

Degree of saturation Not applicable

MR (Qld) Method Q146

Relative compaction Not applicable

MR (Qld) Method Q140A

Dry density ratio Calculation

AS 1289.5.4.1

mobile capability
Density - In-situ Sand-cone

AS 1289.5.3.1


Density - In-situ Sand pouring apparatus

RMS (NSW) Method T119

TfNSW TS 02795.13

Density - In-situ Nuclear gauge

AS 1289.5.8.1

Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration depth Ball embedment Austroads Method AGPT/T251
Penetration in-situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.2; AS 1289. 6.3.3

Evaluation of geotechnical and civil construction material - Soil in-situ strength Soils Bearing strength - In-situ Light weight deflectometer (LWD) ASTM E2835
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1
Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289.4.3.1

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

TfNSW T102, TfNSW T105

TfNSW TS 02794.02,TfNSW TS 02795.01

Soil pre-treatment Not applicable

AS 1289.1.1

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow

MR (Qld) Method Q060

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 face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in-situ

AS 1289.1.2.1

Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2

Not applicable Site selection - Random sampling

MR (Qld) Method Q050

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Annex #6

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 The Annex #6 Facility, Department No. 24340, has been established from 18 January 2018 until 30 June 2018 for the Tenterfield Creek Dam project for Leed Engineering and Construction, contract no. PO 230196.
Annex 10

ISO/IEC 17025 (2017)

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 ANNEX 10, Site No 25191 is established from 26 March 2020 until 31 March 2021 for the M6 Pipeline Sectional replacement for Leed Engineering and Construction Pty Ltd, contract # SAJ296-MW-03.

Annex 11

ISO/IEC 17025 (2017)

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 Annex 11, Site No 16478 is established from 20/07/2020 until 31/12/2020 for construction of Snowy Pumped Hydro Plant for Future Generation Joint Venture (FGJV), contract 4100783620.
Annex 7

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 Annex 7, site no. 24620, is established from 21 August 2018 until 30 September 2018 for the Coomandook Water Tank project, contract no. 233733 for Leed Engineering and Construction.
Annex 8

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 This annex facility was closed  from 26/06/19.
Annex 9, Leed Snowy 2.0

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 This annex facility was closed from 26/06/19.

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.