Geoteknix Solutions Group Pty Ltd

Site

Geoteknix Solutions

Accreditation No.

20097

Site No.

23678

Date of Accreditation

01 Jun 2017

Address

3/112 Fairfield Street
Fairfield East, NSW 2165
Australia

geoteknix.com.au

Contact

Mr Samer Ghanem P: +61 0402597452

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Geoteknix Solutions

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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 Particle size distribution Sieve analysis

AS 1141.11.1
Particle size distribution Fine particles in road materials

AS 1141.19
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
Fine particles in road materials Not applicable

TfNSW T107;

TfNSW TS 02795.03
Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1; AS 1289.3.1.2; TfNSW T108

TfNSW TS 02795.04
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
Sieve analysis Not applicable

TfNSW T106;

TfNSW TS 02795.02
Plasticity index Casagrande

AS 1289.3.3.1;TfNSW T109

TfNSW TS 02795.05
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1; AS 1289.5.2.1; RMS (NSW) Method T111; RMS (NSW) Method T112

TfNSW TS 02795.06,TfNSW TS 02795.07
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2
Evaluation of geotechnical and civil construction material - Soil field density Soils Dry density ratio Calculation

AS 1289.5.4.1
Moisture ratio Measured

AS 1289.5.4.1
Density - In-situ Nuclear gauge

AS 1289.5.8.1; RMS (NSW) Method T173

TfNSW TS 02795.36
Compaction control Hilf

AS 1289.5.7.1
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone; Perth sand penetrometer; Standard penetration AS 1289.6.3.1, AS 1289.6.3.2, AS 1289.6.3.3, RMS (NSW) Method T161

TfNSW TS 02795.23
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1, RMS (NSW) Method T117

TfNSW TS 02795.11
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment TfNSW T103

TfNSW TS 02794.03
Soil pre-treatment Not applicable

AS 1289.1.1; TfNSW T102; TfNSW T105

TfNSW TS 02794.02,TfNSW TS 02795.01
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow; Disturbed sampling from earthwork

AS 1141.3.1; RMS (NSW) Method T100

TfNSW TS 02794.01
Soils Not applicable Site selection - Random sampling

AS 1289.1.4.1
Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ

AS 1289.1.2.1; RMS (NSW) Method T100

TfNSW TS 02794.01
Not applicable Undisturbed soil sampling by open-drive sampler; Undisturbed soil sampling by rotary core sampler

AS 1289.1.3.1

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.