Liquid Labs WA

Site

Liquid Labs WA Laboratory

Accreditation No.

19872

Site No.

23230

Date of Accreditation

22 Aug 2016

Address

Unit 16B , 81 Briggs Street
Carlisle, WA 6101
Australia

liquidlabswa.com.au

Contact

Mr Curwin Boltman P: +61 (08) 94723349

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Liquid Labs WA Laboratory

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 abrasion Aggregates Abrasion resistance Los Angeles machine value AS 1141.23; MR WA Method WA220.1
Abrasion resistance Resistance to wear by attrition AS 1141.27
Abrasion resistance Los Angeles machine value MRWA Method WA220.2
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt Settling

AS 1141.33
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12
Particle density of fine aggregate Weighing-in-water

AS 1141.5
Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1
Shape Average least dimension

AS 1141.20.1, AS 1141.20.2, AS 1141.20.3,

MRWA Method WA215.1
Particle size distribution Sieve analysis

AS 1141.11.1; MRWA Method WA210.1
Shape Proportional calliper

AS 1141.14
Bulk density Compacted

AS 1141.4
Bulk density Uncompacted

AS 1141.4
Shape Flakiness

AS 1141.15; MRWA Method WA216.1
Moisture content Drying oven

AS 1289 2.1.1; MRWA Method WA212.1
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Accelerated soundness index AS 1141.29
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
Aggregate crushing value Not applicable AS 1141.21
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts Specimen conditioning Handling and conditioning

MRWA Method WA705.1 (clause 6.2.1)
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Bulk density; Voids and density relationship Not applicable MRWA Method WA733.1 sections 5.2, 6.2, 6.3
Evaluation of geotechnical and civil construction material - Masonry, concrete and clay unit properties Masonry, concrete and clay units Compressive strength Not applicable

RLBMA Method Section 3 Appendix A
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Layer thickness Not applicable MRWA Method WA330.1
Evaluation of geotechnical and civil construction material - Soil chemical properties Soils Calcium carbonate content Not applicable MRWA Method WA915.1
Organic matter Loss on ignition (LOI) ASTM D2974
Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Cone four point

AS 1289.3.9.1

MRWA Method WA120.2

 Including mobile testing capability
Liquid limit Casagrande four point

AS 1289.3.1.1;MRWA Method WA120.1

 Including mobile testing capability
Plasticity index Casagrande

AS 1289.3.3.1; MRWA Method WA122.1
Description, identification and classification Not applicable AS 1726 Tables 9 and 10 (Laboratory classification elements only) 
Plastic limit Not applicable

AS 1289.3.2.1; MRWA Method WA121.1

 Including mobile testing capability
Linear shrinkage Not applicable

AS 1289.3.4.1; MRWA Method WA123.1

 Including mobile testing capability
Liquid limit Casagrande one point

AS 1289.3.1.2

 Including mobile testing capability
Sieve analysis Not applicable

AS 1289.3.6.1; MRWA Method WA115.1; MRWA Method WA115.2

 Including mobile testing capability
Moisture content Drying oven

AS 1289.2.1.1; MRWA Method WA110.1

 Including mobile testing capability
Plasticity index Cone

AS 1289.3.3.2; MRWA Method WA122.1
Liquid limit Cone one point

AS 1289.3.9.2

 Including mobile testing capability
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1; MRWA Method WA133.1; MRWA Method WA133.2

 Including mobile testing capability
Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1; MRWA Method WA132.1; MRWA Method WA132.2

 including mobile testing capability
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1
Dispersion Pinhole AS 1289.3.8.3
Evaluation of geotechnical and civil construction material - Soil electrical properties Soils Electrical resistance Not applicable AS 1289.4.4.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Dry density ratio Statistical selection of reference values

MRWA Method WA134.1
Dry density ratio Calculation

AS 1289.5.4.1; MRWA Method WA134.1
Compaction control Hilf AS 1289.5.7.1
Density - In-situ Nuclear gauge

AS 1289.5.8.1; MRWA Method WA324.2
Moisture ratio Measured

AS 1289.5.4.1; MRWA Method WA136.1
Moisture ratio Statistical selection of reference values

MRWA Method WA136.1
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.2
AS 1289.6.3.3
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Compressive strength Uniaxial maximum dry MRWA Method WA140.1
Bearing ratio Remoulded specimens AS 1289.6.1.1; MRWA Method WA141.1
Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Constant head for a remoulded specimen AS 1289.6.7.1
Permeability Falling head for a remoulded specimen AS 1289.6.7.2
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1; MRWA Method WA105.1

 Including mobile testing capability
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

MRWA Method WA143.1
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1,

MRWA Method WA200.1
Asphalts Not applicable Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique

MRWA Method WA701.1
Soils Not applicable Disturbed soil sampling from a face; Disturbed soil sampling from a stockpile; Disturbed soil sampling from an open-drive

AS 1141.3.1
Not applicable Site selection - Random sampling

AS 1289.1.4.1; MRWA Method WA0.1
Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2; MRWA Method WA100.1
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 in-situ

AS 1289.1.2.1;MRWA Method WA100.1
Mount Weld Expansion Annex

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

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 Mount Weld Expansion Annex, Site No 26652 is established from 25 March 2024 until 25 June 2024 for provision of onsite material sampling and testing for Lynas Mount Weld Expansion project number QU0580 for Bundu Contracting Pty Ltd.

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.