Ground Technologies Pty Ltd

Site

Sydney Laboratory

Accreditation No.

14343

Site No.

14336

Date of Accreditation

16 Sep 1999

Address

19 Bernera Road
Prestons, NSW 2170
Australia

groundtech.com.au

Contact

Mr Khalil Elmir P: +61 (02) 87838200

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Sydney 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 Foreign material in recycled aggregate Manual classification

RMS (NSW) Method T276

TfNSW TS 02799.51
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Proportional calliper

AS 1141 14, RMS (NSW) Method T213

TfNSW TS 02799.12
Particle size distribution Sieve analysis

AS 1141.11.1, RMS (NSW) Method T201

TfNSW TS 02799.02
Particle size distribution Fine particles in road materials RMS (NSW) Method T107;TfNSW T107;

TfNSW TS 02795.03
Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12, RMS (NSW) Method T203

TfNSW TS 02799.04
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22, RMS (NSW) Method T215

TfNSW TS 02799.13
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

TfNSW TS 02800.02
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

TfNSW TS 02800.07
Specimen preparation Dressing of voids

RMS (NSW) Method T368

TfNSW TS 02800.43
Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2, RMS (NSW) Method T320

TfNSW TS 02800.20
Mass per unit volume - Hardened concrete Dimensions

AS 1012 12.1, RMS (NSW) Method T316

TfNSW TS 02800.16
Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2
Compressive strength Core

AS 1012 14, RMS (NSW) Method T310

TfNSW TS 02800.11
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen conditioning Wet conditioning of hardened concrete core specimens

RMS (NSW) Method T310

TfNSW TS 02800.11
Specimen manufacture and curing Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1, RMS (NSW) Method T304

TfNSW TS 02800.05
Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Deflection monitoring

RMS (NSW) Method T199;TfNSW T199;

TfNSW TS 02795.55
Structural performance evaluation Benkelman beam

RMS (NSW) Method T160

TfNSW TS 02795.22
Evaluation of geotechnical and civil construction material - Rock properties Rocks Point load strength index Not applicable

AS 4133.4.1, RMS (NSW) Method T223

TfNSW TS 02799.21
Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable

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

TfNSW TS 02795.08
Plastic limit Not applicable

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

TfNSW TS 02795.01,TfNSW TS 02795.05
Liquid limit Casagrande four point; Casagrande one point

AS 1289 3.1.1, AS 1289 3.1.2, RMS (NSW) Method T108;TfNSW T108;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.04
Plasticity index Casagrande

AS 1289 3.3.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.05
Moisture content Correlation; Sand bath

AS 1289.2.1.2, AS 1289.2.3.1, RMS (NSW) Method T121

TfNSW TS 02795.15
Sieve analysis Not applicable

AS 1289 3.6.1, RMS (NSW) Method T106;TfNSW T106;

TfNSW TS 02795.02
Moisture content Drying oven

AS 1289.2.1.1, RMS (NSW) Method T120

TfNSW TS 02795.14
Fine particles in road materials Not applicable RMS (NSW) Method T107;TfNSW T107;

TfNSW TS 02795.03
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Maximum dry density Not applicable

RMS (NSW) Method T164

TfNSW TS 02795.26
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
Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, RMS (NSW) Method T111

TfNSW TS 02795.06
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2
Dry density/moisture content relationship Modified compactive effort

AS 1289 5.2.1, RMS (NSW) Method T112

TfNSW TS 02795.07
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Pinhole AS 1289 3.8.3
Dispersion Emerson class AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Density index Not applicable

AS 1289 5.6.1
Dry density ratio Calculation

AS 1289.5.4.1
Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28
Compaction control Hilf

AS 1289.5.7.1
Density - In-situ Nuclear gauge; Sand pouring apparatus; Sand-cone

AS 1289.5.3.1, AS1289.5.8.1, RMS (NSW) Method T119, RMS (NSW) Method T173

TfNSW TS 02795.13,TfNSW TS 02795.36
Evaluation of geotechnical and civil construction material - Soil fine particles Soils Fine particle analysis Hydrometer AS 1289.3.6.3
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 laboratory bearing properties Soils Compressive strength Uniaxial maximum dry RMS (NSW) Method T114

TfNSW TS 02795.09
Bearing ratio Remoulded specimens AS 1289.6.1.1, RMS (NSW) Method T117, RMS (NSW) Method T132

TfNSW TS 02795.11,TfNSW TS 02796.03
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment

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

TfNSW TS 02794.03,TfNSW TS 02795.01
Soil pre-treatment Not applicable

AS 1289.1.1, RMS (NSW) Methods T102;TfNSW T102;TfNSW T105;, RMS (NSW) Methods T105

TfNSW TS 02794.02,TfNSW TS 02795.01
Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

RMS (NSW) Method T116, RMS (NSW) Method T131

TfNSW TS 02795.10,TfNSW TS 02796.02
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow

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, RMS (NSW) Method T300

TfNSW TS 02800.01
Soils Not applicable 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.