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

Print scopes
Soil & Concrete Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations

Suspended

Evaluation of geotechnical and civil construction material - Aggregate properties 		Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12
Particle size distribution Sieve analysis

AS 1141.11.1

Suspended

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties 		Concrete, grout and mortar Compressive strength Cube; Cylinder

AS 1012.9
Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Suspended

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing 		Concrete, grout and mortar Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

Suspended

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics 		Road pavements Penetration depth Ball embedment Austroads Method AGPT/T251

Suspended

Evaluation of geotechnical and civil construction material - Soil classification 		Soils Plasticity index Cone

MR (Qld) Method Q105
Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106
Liquid limit Cone one point

MR (Qld) Method Q104D
Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105
Liquid limit Cone four point

MR (Qld) Method Q104A
Plasticity index Casagrande

AS 1289.3.3.1
Weighted plasticity index Not applicable MR (Qld) Method Q252
Sieve analysis Fines ratio MR (Qld) Method Q253
Liquid limit Casagrande one point

AS 1289.3.1.2
Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A,
Liquid limit Casagrande four point

AS 1289.3.1.1

Suspended

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 Three compaction point

RMS (NSW) Method T162

TfNSW TS 02795.24
Minimum and maximum dry density Not applicable AS 1289.5.5.1
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

MR (Qld) Method Q144A

Suspended

Evaluation of geotechnical and civil construction material - Soil dispersion 		Soils Dispersion Emerson class AS 1289.3.8.1

Suspended

Evaluation of geotechnical and civil construction material - Soil field density 		Soils Degree of saturation Not applicable

MR (Qld) Method Q146
Field moisture content Nuclear gauge

AS 1289.5.8.1

MR (Qld) Method Q141A

MR (Qld) Method NGTM Method N02

 mobile capability
Characteristic field density values Not applicable MR (Qld) Method Q020
Density - In-situ Nuclear gauge

AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02, MR (Qld) NGTM Method N03
Density index Not applicable

AS 1289.5.6.1
Relative compaction Not applicable

MR (Qld) Method Q140A

Suspended

Evaluation of geotechnical and civil construction material - Soil in-situ penetration 		Soils Penetration depth Ball embedment Austroads Method AGPT/T251

Suspended

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties 		Soils Bearing ratio Remoulded specimens AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C

Suspended

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
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 - 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 specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven

AS 1289.2.1.1

 mobile capability
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1


 mobile capability
Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

 mobile capability
Evaluation of geotechnical and civil construction material - Soil field density Soils Dry density ratio Calculation

AS 1289.5.4.1

 mobile capability
Compaction control Hilf

AS 1289.5.7.1
Impact strength - In-situ Measured NFP 94-105 procedure (A, B or C)
Density - In-situ Sand-cone

AS 1289.5.3.1
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils 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 pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1
Sample collection 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

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.