Chadwick Geotechnics Pty Ltd

Site

Brisbane Laboratory

Accreditation No.

12719

Site No.

22411

Date of Accreditation

Address

Unit 1, 24 Huntington Place
Banyo, QLD 4014
Australia

chadwickgeotechnics.com.au

Contact

Mr Kim Begelhole P: +61 (07) 32046138

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Withdrawn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Withdrawn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
Establishment of annex facilities Materials defined by all or some for which the site is accredited Determinations defined by all or some for which the site is accredited Techniques defined by all or some for which the site is accredited
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion Aggregates Degree of precoating Not applicable

MR (Qld) Method Q216

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis

AS 1141.32

MR (Qld) Method Q217

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Shape Flakiness

AS 1141.15

MR (Qld) Method Q201

Water absorption of coarse aggregate Not applicable

AS 1141.6.1

MR (Qld) Method Q214B

Shape Crushed faces

MR (Qld) Method Q215

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

MR (Qld) Method Q214B

Particle size distribution Sieve analysis

AS 1141.11.1

Shape Average least dimension

AS 1141.20.1

AS 1141.20.3

MR (Qld) Method Q202

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 specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven

AS 1289.2.1.1

MR (Qld) Method Q102A

Liquid limit Casagrande four point

AS 1289.3.1.1

Plasticity index Casagrande

AS 1289.3.3.1

Sieve analysis Not applicable

AS 1289.3.6.1

MR (Qld) Method Q103A

MR (Qld) Method Q103B

Description, identification and classification Not applicable

AS 1726 Appendix A, Section A2 (Laboratory tests only)

Liquid limit Cone one point

MR (Qld) Method Q104D

Linear shrinkage Not applicable

AS 1289.3.4.1

MR (Qld) Method Q106

Liquid limit Casagrande one point

AS 1289.3.1.2

Liquid limit Cone four point

AS 1289.3.9.1

MR (Qld) Method Q104A

Plastic limit Not applicable

AS 1289.3.2.1

MR (Qld) Method Q105

Particle density Not applicable

MR (Qld) Method Q109

Plasticity index Cone

AS 1289.3.3.2

MR (Qld) Method Q105

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

MR (Qld) Method Q143

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

MR (Qld) Method Q142A

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

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

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

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

Penetration in-situ Dynamic cone

AS 1289.6.3.2

MR (Qld) Method Q114B

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

Moisture ratio Measured

AS 1289.5.4.1

Characteristic field density values Not applicable

MR (Qld) Method Q020

Compaction control Hilf

AS 1289.5.7.1

Density - In-situ Nuclear gauge

AS 1289.5.8.1

MR (Qld) Method Q141A

MR (Qld) Method NGTM N01

Density - In-situ Sand-cone

AS 1289.5.3.1

MR (Qld) Method Q141B

Density index Not applicable

AS 1289.5.6.1

Relative compaction Not applicable

MR (Qld) Method Q140A

Degree of saturation Not applicable

MR (Qld) Method Q146

Field moisture content Nuclear gauge

AS 1289.5.8.1

MR (Qld) Method Q141A

MR (Qld) Method NGTM N01

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

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Laboratory stabilisation of soil Cement

MR (Qld) Method Q135A

Laboratory stabilisation of soil Lime stabilisation

MR (Qld) Method Q135A

Sample collection Aggregates Not applicable Site selection by spot sampling

MR (Qld) Method Q061

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

AS 1141.3.1

MR (Qld) Method Q060

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

AS 1012.1

Not applicable Fresh concrete from deposited concrete

AS 1012.1

Soils Not applicable Site selection by spot sampling

MR (Qld) Method Q061

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

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.