Geotechnical Services (Wide Bay) Pty Ltd

Site

Geotechnical Services (Wide Bay) Pty Ltd Bundaberg

Accreditation No.

20956

Site No.

22074

Date of Accreditation

01 Jul 2021

Address

10 Campbell Street
Bundaberg East, QLD 4670
Australia

Contact

Mr Elliot Levingston P: +61 (07) 41283213

Availability

Services available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

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 Organic impurities Colour test

AS 1141.34

Clay and fine silt Settling

AS 1141.33

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 Not applicable

AS 1012.3.1

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

AS 1012.9

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Compressive strength Cylinder

AS 1012.9

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 Sieve analysis Not applicable

MR (Qld) Methods Q103A

Moisture content Drying oven

AS 1289.2.1.1

Liquid limit Cone one point

MR (Qld) Method Q104D

Liquid limit Cone four point

MR (Qld) Method Q104A

Linear shrinkage Not applicable

MR (Qld) Method Q106

Plasticity index Cone

MR (Qld) Method Q105

Plastic limit Not applicable

MR (Qld) Method Q105

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2, MR (Qld) Method Q144A

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

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 field density Soils Relative compaction Not applicable

MR (Qld) method Q140A

Compaction control Hilf AS 1289.5.7.1
Characteristic field density values Not applicable

MR (Qld) Method Q020

Density - In-situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

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) NGTM Method N02

Density - In-situ Nuclear gauge

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

Dry density ratio Calculation

AS 1289.5.4.1 

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 Q101C, MR (Qld) Method Q101D, MR (Qld) Method Q101E

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Curing of moulded specimens; Laboratory stabilisation of soil; Sample preparation Cement stabilisation; Lime stabilisation; UCS specimens - Field mix; UCS specimens - Laboratory mix

MR (Qld) Method Q135A, MR (Qld) Method Q135B, 

MR (Qld) Method Q251A, MR (Qld) Method Q251B

Sample collection Aggregates Not applicable Site selection - Random stratified sampling

MR (Qld) Method Q050

Not applicable Site selection - Random sampling

MR (Qld) Method Q050

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 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

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.