Geotechnical Testing Services Pty Ltd

Site

Sunshine Coast Laboratory

Accreditation No.

842

Site No.

16478

Date of Accreditation

05 Dec 2006

Address

Unit 1, 2 Dennis Little Drive
Glanmire, QLD 4570
Australia

geotest.com.au

Contact

Mr John Joseph Boykett P: +61 0427496229

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Sunshine Coast 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
Organic impurities Colour test

AS 1141.34
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle density of coarse aggregate Weighing-in-water AS 1141.6.1
Water absorption of coarse aggregate Not applicable AS 1141.6.1
Particle density of fine aggregate Weighing-in-water AS 1141.5
Bulk density Compacted AS 1141.4
Shape Average least dimension AS 1141.20.1
AS 1141.20.2
AS 1141.20.3
Shape Proportional calliper AS 1141.14
Bulk density Uncompacted AS 1141.4
Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

RMS (NSW) Method T203
Water absorption of fine aggregate Not applicable AS 1141.5
Shape Flakiness AS 1141.15
Particle size distribution Sieve analysis

AS 1141.11.1

RMS (NSW) Method T201
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value Not applicable AS 1141.21
Wet/dry strength variation Not applicable AS 1141.22
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 Compressive strength Cube; Cylinder

AS 1012.9
Air content of freshly mixed concrete Reduced air pressure AS 1012.4.2
Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1
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 grout and mortar cubes AS 1012.8.3
Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1
Specimen manufacture and curing Manufacture and curing of grout and mortar cubes in the laboratory AS 1012.8.3
Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1
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 Casagrande one point

AS 1289.3.1.2
Liquid limit Cone four point

MR (Qld) Method Q104A
Sieve analysis Not applicable

AS 1289.3.6.1

MR (Qld) Method Q103A

RMS (NSW) Method T106;TfNSW T106;
Plastic limit Not applicable

AS 1289.3.2.1

MR (Qld) Method Q105

RMS (NSW) Method T109;TfNSW T109;TfNSW T105;
Linear shrinkage Not applicable

AS 1289.3.4.1

MR (Qld) Method Q106

RMS (NSW) Method T113;TfNSW T113;
Liquid limit Cone one point

MR (Qld) Method Q104D
Moisture content Drying oven

AS 1289.2.1.1

RMS (NSW) Method T120

 mobile capability
Plasticity index Casagrande

AS 1289.3.3.1

RMS (NSW) Method T109;TfNSW T109;TfNSW T105;
Weighted plasticity index Not applicable MR (Qld) Method Q252
Plasticity index Cone

MR (Qld) Method Q105
Liquid limit Casagrande four point

AS 1289.3.1.1

RMS (NSW) Method T108;TfNSW T108;TfNSW T105;
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

MR (Qld) Method Q142B

RMS (NSW) Method T112

 mobile capability
Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

MR (Qld) Method Q144A
Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

MR (Qld) Method Q142A

RMS (NSW) Method T111

 mobile capability
Oversize material Oversize material treatment

MR (Qld) Method Q143
Minimum and maximum dry density Not applicable AS 1289.5.5.1
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

MR (Qld) Method Q141A

MR (Qld) Method NGTM Method N02

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

AS 1289.5.3.1

MR (Qld) Method Q141B
Relative compaction Not applicable

MR (Qld) Method Q140A

RMS (NSW) Method T166
Density - In-situ Sand pouring apparatus

RMS (NSW) Method T119
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

RMS (NSW) Method T173

 mobile capability - RMS (NSW) Method T173
Density index Not applicable

AS 1289.5.6.1
Compaction control Hilf

AS 1289.5.7.1
Characteristic field density values Not applicable MR (Qld) Method Q020
Dry density ratio Calculation

AS 1289.5.4.1

 mobile capability
Degree of saturation Not applicable

MR (Qld) Method Q146
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
MR (Qld) Method Q114B
RMS (NSW) Method T161
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
MR (Qld) Method Q113A
MR (Qld) Method Q113B
MR (Qld) Method Q113C
RMS (NSW) Method T117
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

RMS (NSW) Method T102;TfNSW T102;TfNSW T105;
Soil pre-treatment Not applicable

AS 1289.1.1

MR (Qld) Method Q101

RMS (NSW) Method T105;TfNSW T105;
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

AS 1141.3.1

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 Site selection by spot sampling

MR (Qld) Method Q061
Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2

MR (Qld) Method Q050
Not applicable Site selection - Random sampling

MR (Qld) Method Q050
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

MR (Qld) Method Q060

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.