AMB Geotech SQS Pty Ltd

Site

Wandoan Laboratory

Accreditation No.

2911

Site No.

24785

Date of Accreditation

10 Mar 2020

Address

8 Neilsen Street
Wandoan, QLD 4419
Australia

sqs.net.au

Contact

Mr Neil Hooper P: +61 0488556262 ext.Neil

Availability

Services available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis

AS 1141.11.1

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Shape Flakiness

AS 1141.15; MR (Qld) Method Q201

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

AS 1289.2.1.1; MR (Qld) Method Q250

Liquid limit Cone one point

AS 1289.3.9.2; MR (Qld) Method Q104D

Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105

Plasticity index Casagrande

AS 1289.3.3.1

Plasticity index; Weighted plasticity index Cone; Not applicable

AS 1289.3.3.2; MR (Qld) Method Q105, MR (Qld) Method Q252

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 Casagrande four point

AS 1289.3.1.1

Liquid limit Cone four point

AS 1289.3.9.1; MR (Qld) Method Q104A

Sieve analysis Fines ratio; Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A, MR (Qld) Method Q253

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1; MR (Qld) Method Q142A

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

Oversize material Oversize material treatment

MR (Qld) Method Q143

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 field density Soils Dry density ratio Calculation

AS 1289.5.4.1

Density - In-situ Nuclear gauge

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

Moisture ratio Measured

AS 1289.5.4.1

Density index Not applicable

AS 1289.5.6.1

Characteristic field density values Not applicable

MR (Qld) Method Q020

Field moisture content Nuclear gauge

AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Method N02

Relative compaction Not applicable

MR (Qld) Method Q140A

Compaction control Hilf

AS 1289.5.7.1

Density - In-situ Sand-cone

AS 1289.5.3.1; MR (Qld) Method Q141B

Degree of saturation Not applicable

MR (Qld) Method Q146

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 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

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Sample preparation UCS specimens - Field mix; UCS specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B
Curing of moulded specimens Not applicable

MR (Qld) Method Q135B

Compressive strength Uniaxial unconfined

MR (Qld) Method Q115

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; Aggregate from a windrow

AS 1141.3.1; MR (Qld) Method Q060

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Soils 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

Not applicable Site selection - Systematic 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 from a windrow; 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

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.