SGS Australia Pty Ltd

Site

Lawnton Laboratory

Accreditation No.

2418

Site No.

4984

Date of Accreditation

Address

Unit 1, 18 Leanne Crescent
Lawnton, QLD 4501
Australia

sgs.com.au

Contact

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Withdrawn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Withdrawn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 Organic impurities Colour test

AS 1141.34

Weak particles contaminants Sieve analysis

AS 1141.32; MR (Qld) Method Q217

Clay and fine silt Settling

AS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted; Uncompacted

AS 1141.4;

 MR (Qld) Method Q221A; MR (Qld) Method Q221B

Particle density of fine aggregate Weighing-in-water

AS 1141.5; MR (Qld) Method Q214A

Soundness Degradation factor on coarse aggregate

AS 1141.25.2; MR (Qld) Method Q208B

Ten percent fines value Dry

MR (Qld) Method Q205A

Polished aggregate friction value Pendulum friction test

AS 1141.42; MR (Qld) Method Q203

Particle size distribution Sieve analysis

AS 1141.11.1

Aggregate crushing value Not applicable

AS 1141.21

Ten percent fines value Wet

MR (Qld) Method Q205B

Bulk density Uncompacted

AS 1141.4 Section 7.1; MR (Qld) Method Q221A

Shape Flakiness

AS 1141.15; MR (Qld) Method Q201

Abrasion resistance Los Angeles machine value

AS 1141.23

Shape Proportional calliper

AS 1141.14;

MR (Qld) Method Q213
Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1; MR (Qld) Method Q214;MR (Qld) Method Q214B

Soundness Exposure to sodium sulfate solution

AS 1141.24

Soundness Degradation factor on source rock

AS 1141.25.1; MR (Qld) Method Q208A

Shape Crushed faces

AS 1141.18; MR (Qld) Method Q215

Polished aggregate friction value Vertical wheel

AS 1141.40

Soundness Clay index

MR (Qld) Method Q129

Wet/dry strength variation Not applicable

AS 1141.22; MR (Qld) Method Q205C

Shape Average least dimension

AS 1141.20.1; AS 1141.20.3; MR (Qld) Method Q202

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Slump flowIn the field. Cone

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 Manufacture and curing of cylindrical specimens in the laboratoryIn the field and laboratory.

AS 1012 8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Plasticity index Cone

MR (Qld) Method Q105

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

Apparent particle density Not applicable

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

Plasticity index Casagrande

AS 1289.3.3.1

Cone plasticity index Not applicable

AS 1289.3.3.2

Moisture content Drying oven

AS 1289.2.1.1; MR (Qld) Method Q102A

Particle density Not applicable

AS 1289.3.5.1; 

MR (Qld) Method Q109; MR (Qld) Method Q109A; MR (Qld) Method Q109B

Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.9.1; MR (Qld) Method Q104A; MR (Qld) Method Q104D

Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Dry density/moisture content relationship Rapid

MR (Qld) Method Q142C

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2; MR (Qld) Method Q144A

Oversize material Oversize material treatment MR (Qld) Method Q143
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

Evaluation of geotechnical and civil construction material - Soil engineering properties Soils Reactivity Shrink/swell

AS 1289.7.1.1

Penetration in-situ Dynamic cone

MR (Qld) Method Q114B

Compressive strength Uniaxial maximum dry

MR (QLD) Method Q115

Dispersion Emerson class

AS 1289.3.8.1

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 field density Soils Relative compaction Not applicable

MR (Qld) Method Q140A

Density - In-situ Nuclear gauge; Sand-cone

AS 1289.5.8.1; AS 1289.5.3.1; MR (Qld) Method Q141A; MR (Qld) Method Q141B; 

Dry density ratio Calculation

AS 1289.5.4.1

Characteristic field density values Not applicable

MR (Qld) Method Q020

Degree of saturation Not applicable

MR (Qld) Method Q146

Moisture ratio Measured

AS 1289.5.4.1

Compaction control Hilf

AS 1289.5.7.1

Field moisture content Nuclear gauge

AS 1289.5.8.1; MR (Qld) Method Q141A

Density index Not applicable

AS 1289.5.6.1; MR (Qld) Method Q132B

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; MR (Qld) Method Q101A; MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D, MR (Qld) Method Q101E, MR (Qld) Method Q101F

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Laboratory stabilisation of soil Cement; Foamed bitumen; Lime stabilisation; Lime, cement and bitumen

MR (Qld) Method Q135A

Curing of moulded specimens Not applicable

MR (Qld) Method Q135B

Cement content Heat of neutralisation

MR (Qld) Method Q134

Lime demand

MR (Qld) Method Q133

Stabiliser working time Not applicable

MR (Qld) Method Q136A

Sample collection Aggregates 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

Soils Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Not applicable Site selection - Random sampling

AS 1289.1.4.1; MR (Qld) Method Q050

Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2; MR (Qld) Method Q050

Not applicable Undisturbed soil sampling by open-drive sampler

AS 1289.1.3.1

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

ISO/IEC 17025 (2005)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Annex facility 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 Blythdale & Wallumbilla North Annex Facility, Site No. 24155 is established for
the Blythdale & Wallumbilla North Testing Project, Contract No. 109524 
from 24 July 2017 until 28 February 2018.

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.