Ground Technologies Pty Ltd

Site

Brisbane Laboratory

Accreditation No.

19822

Site No.

23130

Date of Accreditation

05 Feb 2016

Address

81A Derby Road
Logan Reserve, QLD 4133
Australia

groundtech.com.au

Contact

Mr Ross Bennett P: +61 (07) 38030600

Availability

Services available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis

AS 1141.11.1

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

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

AS 1289.3.4.1, MR (Qld) Method Q106

Liquid limit Cone one point

MR (Qld) Method Q104D

Moisture content Drying oven

AS 1289.2.1.1

Plasticity index Cone

AS 1289.3.3.2, MR (Qld) Method Q105

Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105

Liquid limit Cone four point

AS 1289.3.9.1, MR (Qld) Method Q104A

Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A

Particle density Not applicable AS 1289.3.5.1
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils 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

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Oversize material Oversize material treatment

MR (Qld) Method Q143

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1, MR (Qld) Method Q142B

Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control Hilf

AS 1289.5.7.1 

Dry density ratio; Moisture ratio Calculation; Measured

AS 1289.5.4.1 

Density - In-situ; Field moisture content Nuclear gauge

AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM N02, MR (Qld) NGTM N03

Density index Not applicable

AS 1289.5.6.1 

Relative compaction Not applicable

MR (Qld) Method Q140A

Degree of saturation Not applicable

MR (Qld) Method Q146

Density - In-situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone

AS 1289.6.3.2, MR (Qld) Method Q114B

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

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D

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 Sample preparation UCS specimens - Field mix; UCS specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B
Compressive strength Uniaxial unconfined

MR (Qld) Method Q115

Sample preparation Cement stabilisation

MR (Qld) Method Q135A

Curing of moulded specimens Not applicable

MR (Qld) Method Q135B

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

Soils Not applicable Site selection by spot sampling

MR (Qld) Method Q061

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, MR (Qld) Method Q060

Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

MR (Qld) Method Q050

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.