Brisbane Soil Testing

Site

Brisbane Soil Testing

Accreditation No.

2415

Site No.

2408

Date of Accreditation

30 Jun 1988

Address

20/1191 Anzac Avenue
Kallangur, QLD 4503
Australia

brisbanesoiltesting.com.au

Contact

Mr Gregory Paul McGrann P: +61 (07) 32856536

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Brisbane Soil Testing

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
Evaluation of geotechnical and civil construction material - Soil classification Soils 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 Cone

AS 1289.3.3.2; MR (Qld) Method Q105; MR (Qld) Method Q252
Liquid limit Cone four point

AS 1289.3.9.1; MR (Qld) Method Q104A
Moisture content Drying oven

AS 1289.2.1.1
Liquid limit Cone one point

AS 1289.3.9.2; MR (Qld) Method Q104D
Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Oversize material Oversize material treatment

MR (Qld) Method Q143
Compaction to nominated levels Not applicable

MR (Qld) Method Q145A
Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1; MR (Qld) Method Q142B
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
Evaluation of geotechnical and civil construction material - Soil field density Soils Characteristic field density values Not applicable

MR (Qld) Method Q020
Degree of saturation Not applicable

MR (Qld) Method Q146
Moisture ratio Measured

AS 1289.5.4.1
Density - In-situ Sand-cone

AS 1289.5.3.1; MR (Qld) Method Q141B
Relative compaction Not applicable

MR (Qld) Method Q140A
Dry density ratio Calculation

AS 1289.5.4.1
Compaction control Hilf AS1289.5.7.1
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 Q101D
Sample collection Aggregates Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2; MR (Qld) Method Q050
Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1; MR (Qld) Method Q060
Not applicable Site selection by spot sampling

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

AS 1289.1.4.1; MR (Qld) Method Q050
Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2; MR (Qld) Method Q050
Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile

AS 1289.1.2.1; MR (Qld) Method Q060
Not applicable Site selection by spot sampling

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.