AMB Geotech SQS Pty Ltd

Site

Wandoan Laboratory

Accreditation No.

2911

Site No.

22016

Date of Accreditation

Address

8 Neilson St
Wandoan, QLD 4419
Australia

sqs.net.au

Contact

Mr Brian McCormack P: +61 (07) 46275300

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Withdrawn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Withdrawn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 contaminants Aggregates Weak particles contaminants Sieve analysis

AS 1141.32

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Crushed faces

MR (Qld) Method Q215

Wet/dry strength variation Not applicable

AS 1141.22; MR (Qld) Method Q205C

Ten percent fines value Wet

MR (Qld) Method Q205B

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Shape Flakiness

AS 1141.15; MR (Qld) Method Q201

Particle size distribution Sieve analysis

AS 1141.11.1

Ten percent fines value Dry

MR (Qld) Method Q205A

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 Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105

Liquid limit Casagrande four point

AS 1289.3.1.1

Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106

Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A; MR (Qld) Method Q103B

Liquid limit Cone one point

AS 1289.3.9.2; MR (Qld) Method Q104D

Liquid limit Cone four point

AS 1289.3.9.1; MR (Qld) Method Q104A

Moisture content Drying oven

AS 1289.2.1.1; MR (Qld) Method Q102A

Liquid limit Casagrande one point

AS 1289.3.1.2

Plasticity index Cone

AS 1289.3.3.2; MR (Qld) Method Q105

Plasticity index Casagrande

AS 1289.3.3.1

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

Oversize material Oversize material treatment

MR (Qld) Method Q143

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

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

Dry density/moisture content relationship Rapid

MR (Qld) Method Q142C

Evaluation of geotechnical and civil construction material - Soil engineering properties Soils Dispersion Emerson class

AS 1289.3.8.1

Penetration in-situ Dynamic cone

AS 1289.6.3.2; MR (Qld) Method Q114B

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 field density Soils Characteristic field density values Not applicable

MR (Qld) Method Q020

Density - In-situ Nuclear gauge

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

Compaction control Hilf

AS 1289.5.7.1

Dry density ratio Calculation

AS 1289.5.4.1

Relative compaction Not applicable

MR (Qld) Method Q140A

Density - In-situ Sand-cone

 AS 1289.5.3.1; MR (Qld) Method Q141B

Density index Not applicable

AS 1289.5.6.1

Degree of saturation Not applicable

MR (Qld) Method Q146

Moisture ratio Measured

AS 1289.5.4.1

Field moisture content Nuclear gauge

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

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, Q101C, Q101D, Q101F

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Curing of moulded specimens Not applicable

MR (Qld) Method Q135B

Compressive strength Uniaxial unconfined

MR (Qld) Method Q115

Laboratory stabilisation of soil Cement; Lime stabilisation

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

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

AS 1012.1

Soils Not applicable Site selection - Systematic random stratified sampling

MR (Qld) Method Q050

Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2; MR (Qld) Method Q050

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

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 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.