Arved Pty Ltd - trading as Wagner Soil Testing

Site

Wamuran Laboratory

Accreditation No.

15070

Site No.

15517

Date of Accreditation

22 Jun 2004

Address

296 Old North Road
Wamuran, QLD 4512
Australia

wagnersoiltesting.com.au

Contact

Availability

Services available to external clients

Arved Pty Ltd - trading as Wagner Soil Testing address map

Scope of Accreditation

Print scopes
Wamuran Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis AS 1141.32
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 - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
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 Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Cone plasticity index; Plastic limit; Plasticity index Casagrande; Not applicable

AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.3.2, MR (Qld) Method Q105

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

Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A

Moisture content Relative moisture content MR (Qld) Method Q250
Moisture content Drying oven; Microwave oven

AS 1289.2.1.1, AS 1289.2.1.4

Linear shrinkage Not applicable

MR (Qld) Method Q106, AS 1289.3.4.1

Particle density Not applicable AS 1289.3.5.1 (2006)
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1,

MR (Qld) Method Q142B

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

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

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 Compaction control Hilf

AS 1289.5.7.1

Degree of saturation Not applicable

MR (Qld) Method Q146

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 Method N02, MR (Qld) NGTM Method N03

Relative compaction Not applicable

MR (Qld) Method Q140A

Dry density ratio Calculation

AS 1289.5.4.1

Density - In situ Sand-cone

AS 1289.5.3.1,

MR (Qld) Method Q141B

Characteristic field density values Not applicable

MR (Qld) Method Q020

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
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 natural contaminants Soils Acidity pH

AS 1289.4.3.1

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 reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Laboratory stabilisation of soil Cement

MR (Qld) Method Q135A

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

AS 1141.3.1,

MR (Qld) Method Q060

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Concrete, grout and mortar Not applicable Fresh concrete from deposited concrete

AS 1012.1

Soils Not applicable Site selection by spot sampling

MR (Qld) Method Q061

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

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

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.