Australian Geotechnical Testing

Site

Australian Geotechnical Testing – Brisbane

Accreditation No.

20950

Site No.

25178

Date of Accreditation

14 Dec 2022

Address

4/40 Mills Street
Yarrabilba, QLD 4207
Australia

ausgeotest.com.au

Contact

Mr Sothea Bun P: +61 0488964473

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Australian Geotechnical Testing – Brisbane

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven; Microwave oven AS 1289.2.1.1, AS 1289.2.1.4
Description, identification and classification Not applicable AS 1726 Tables 9 and 10
Linear shrinkage Not applicable AS 1289.3.4.1, MR (Qld) Method Q106
Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D
Particle density Not applicable AS 1289.3.5.1
Sieve analysis Not applicable AS 1289.3.6.1, MR (Qld) Method Q103A
Plastic limit Not applicable AS 1289.3.2.1, MR (Qld) Method Q105
Plasticity index; Weighted plasticity index Casagrande; Cone AS 1289.3.3.1, AS 1289.3.3.2, MR (Qld) Method Q105, MR (Qld) Method Q252
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
Compaction to nominated levels Not applicable MR (Qld) Method Q145A
Dry density/moisture content relationship Modified compactive effort; Standard compactive effort AS 1289.5.1.1, AS 1289.5.2.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B
Oversize material Oversize material treatment MR (Qld) Method Q143
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 Degree of saturation Not applicable MR (Qld) Method Q146
Compaction control Hilf AS 1289.5.7.1
Density - In-situ; Field moisture content Nuclear gauge; Sand-cone AS 1289.5.3.1, AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03
Characteristic field density values Not applicable MR (Qld) Method Q020
Dry density ratio; Moisture ratio Calculation; Measured AS 1289.5.4.1, AS 1289.5.4.3
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, MR (Qld) Method Q114B
Penetration depth Ball embedment Austroads Method AGPT/T251
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
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 Cement stabilisation; Lime stabilisation; Modified compaction - UCS (unconfined compression strength) specimens; Standard compaction - UCS (unconfined compression strength) specimens MR (Qld) Method Q135A, MR (Qld) Method Q251A, MR (Qld) Method Q251B
Curing of moulded specimens Not applicable MR (Qld) Method Q135B
Compressive strength Uniaxial unconfined AS 5101.4, MR (Qld) Method Q115
Sample collection Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling AS 1289.1.2.1, AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050, MR (Qld) Method Q060, MR (Qld) Method Q061

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.