Elite Soil Testing Pty Ltd

Site

Elite Soil Testing Laboratory

Accreditation No.

15336

Site No.

15998

Date of Accreditation

07 Sep 2005

Address

Unit 3 / 1-3 Russell Street
Kallangur, QLD 4503
Australia

elitesoiltesting.com.au

Contact

Mr Anthony Robert Jeffrey P: +61 (07) 32855583

Availability

Services available to external clients

Elite Soil Testing Pty Ltd address map

Scope of Accreditation

Print scopes
Elite Soil Testing Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil classification Soils 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

Liquid limit Casagrande four point

AS 1289.3.1.1

Plasticity index; Weighted plasticity index Casagrande

AS 1289.3.3.1, MR (QLD) Method Q252

Sieve analysis Fines ratio

AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253

Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105

Liquid limit Casagrande one point

AS 1289.3.1.2

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Liquid limit Cone four point

AS 1289.3.9.1, MR (Qld) Method Q104A

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

AS 1289.5.1.1, MR (Qld) Method Q142A

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

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 Dry density ratio Calculation

AS 1289.5.4.1

Density index Not applicable

AS 1289.5.6.1

Density - In situ Nuclear gauge

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

Relative compaction Not applicable

MR (Qld) Method Q140A

Density - In situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

Degree of saturation Not applicable

MR (Qld) Method Q146

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 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

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow

AS 1141.3.1

Soils Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2, MR (Qld) Method Q050

Not applicable Site selection - Random sampling

AS 1289.1.4.1, MR (Qld) Method Q050

Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in situ

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.