Wide Bay Geotechnical Services Pty Ltd

Site

Gayndah Laboratory

Accreditation No.

2324

Site No.

22816

Date of Accreditation

Address

34-36 Capper Street
Gayndah, QLD 4625
Australia

widebaygeotech.com.au

Contact

Mr Lex Hewitt P: +61 (07) 41243677

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Withdrawn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Withdrawn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

AS 1012 8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Cone one point

MR (Qld) method Q104D

Liquid limit Cone four point

MR (Qld) method Q104A

Plastic limit Not applicable

MR (Qld) method Q105

Sieve analysis Not applicable

AS 1289 3.6.1; MR (Qld) Methods Q103A, Q103B

Linear shrinkage Not applicable

MR (Qld) method Q106

Plasticity index Cone

MR (Qld) method Q105

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

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1; MR (Qld) Method Q142A

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 Penetration in-situ Dynamic cone

AS 1289 6.3.2; MR (Qld) Method Q114B

Evaluation of geotechnical and civil construction material - Soil field density Soils 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

Density - In-situ Nuclear gauge

AS 1289.5.8.1; MR (Qld) Method Q141A

Field moisture content Nuclear gauge

AS 1289 5.8.1; MR (Qld) Method Q141A

Characteristic field density values Not applicable

MR (Qld) method Q020

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289 1.1; MR (Qld) Methods Q101, Q101A, Q101B

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

AS 1012.1

Soils Not applicable Site selection - Random stratified sampling

MR (Qld) Method Q050

Not applicable Site selection - Random sampling

MR (Qld) Method Q050

Not applicable Disturbed soil sampling from a stockpile

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.