Wise Geotechnical Services

Site

Mount Larcom Laboratory

Accreditation No.

19421

Site No.

22249

Date of Accreditation

Address

31 Guerassimoff Road
Yarwun, QLD 4694
Australia

Contact

Mr Ian Weisse P: +61 (07) 48990506

Availability

Services available to external clients

Scope of Accreditation

Withdrawn

ISO/IEC 17025 (2005)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt Settling

AS 1141.33

Organic impurities Settling

AS 1141.34

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis

AS 1141.11.1

Ten percent fines value Dry

MR (Qld) Method Q205A

Shape Flakiness

AS 1141.15; MR (Qld) Method Q201

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Soundness Degradation factor on coarse aggregate MR (Qld) Method Q208B
Ten percent fines value Wet

MR (Qld) Method Q205B

Wet/dry strength variation Not applicable

AS 1141.22; MR (Qld) Method Q205C

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Slump flow Cone

AS 1012.3.1

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Compressive strength Cylinder

AS 1012.9

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Cone plasticity index Not applicable

AS 1289.3.3.2

Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A; MR (Qld) Method Q103B

Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105

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; MR (Qld) Method Q104A; MR (Qld) Method Q104D

Moisture content Drying oven

AS 1289.2.1.1; MR (Qld) Method Q102A

Plasticity index Cone

MR (Qld) Method Q105

Plasticity index Casagrande

AS 1289.3.3.1

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils 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

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

Dry density/moisture content relationship Rapid

MR (Qld) Method Q142C

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 engineering 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 field density Soils Moisture ratio Measured

AS 1289.5.4.1

Compaction control Hilf

AS 1289.5.7.1

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

Dry density ratio Calculation

AS 1289.5.4.1

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 stabilisation Soils Laboratory stabilisation of soil Lime stabilisation

MR (Qld) Method Q135A

Laboratory stabilisation of soil Cement

MR (Qld) Method Q135A

Sample collection Aggregates Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Not applicable Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow

AS 1141.3.1; MR (Qld) Method Q050; MR (Qld) Method Q060

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in-situ

AS 1289.1.2.1; MR (Qld) Method Q060

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 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.