Mining and Civil Geotest Pty Ltd

Site

Bibra Lake Laboratory

Accreditation No.

15545

Site No.

16510

Date of Accreditation

04 Oct 2006

Address

9 Lerista Court
Bibra Lake, WA 6163
Australia

mcgeotest.com.au

Contact

Mr John Tenbokkel P: +61 (08) 94181873

Availability

Services available to external clients

Scope of Accreditation

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 MRWA Method WA220.2
Abrasion resistance Los Angeles machine value AS 1141.23
MRWA Method WA220.1
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle density of fine aggregate; Water absorption of fine aggregate Classical

AS 1141.5

Shape Average least dimension

AS 1141.20.1

Shape Flakiness

AS 1141.15

MRWA Method WA216.1

Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water

AS 1141.6.1

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Particle size distribution Classical

AS 1141.11.1

MRWA Method WA210.1

Bulk density Classical

AS 1141.4

Evaluation of geotechnical and civil construction material - Aggregate stabilisation Aggregates Cohesion of compacted material Unconfined

AS 1141.52

Evaluation of geotechnical and civil construction material - Rock properties Rocks Compressive strength Uniaxial load rate controlled AS 4133.4.2.1, AS 4133.4.2.2
Deformation Load rate controlled AS 4133.4.3.1, AS 4133.4.3.2
Point load strength index Not applicable AS 4133.4.1
Moisture content Drying oven AS 4133.1.1.1
Indirect tensile strength Brazil

ASTM D3967

ISRM Suggested Methods for Determining Tensile Strength of Rock Material (Part 2)

Abrasion resistance Abrasiveness using CERCHAR method ASTM D7625 (2010)
Density; Porosity Buoyancy; Callipers AS 4133.2.1.1, AS 4133.2.1.2
Evaluation of geotechnical and civil construction material - Soil classification Soils Plastic limit Not applicable

AS 1289.3.2.1

MRWA Method WA121.1

Description, identification and classification Not applicable

AS 1726 Tables 9 and 10 (Laboratory classification elements only)

Moisture content Drying oven; Microwave oven

AS 1289 2.1.1

MRWA Method WA110.1, MRWA Method WA110.2

Cone plasticity index; Plasticity index Casagrande; Cone

AS 1289.3.3.1, AS 1289.3.3.2

MRWA Method WA122.1

Linear shrinkage Not applicable

AS 1289.3.4.1

MRWA Method WA123.1

Particle density Not applicable

AS 1289.3.5.1

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, AS 1289.3.9.2

MRWA Method WA120.2

Sieve analysis Not applicable

AS 1289.3.6.1

MRWA Method WA115.1, MRWA Method WA115.2

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship; Minimum and maximum dry density Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2, AS 1289.5.5.1

MRWA Method WA132.1, MRWA Method WA132.2, MRWA Method WA133.1, MRWA Method WA133.2

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In-situ; Dry density ratio; Moisture ratio; Moisture ratio assessment of dry back Calculation; Nuclear gauge; Statistical selection of reference values

AS 1289.5.4.1

AS 1289.5.4.3

 AS 1289.5.8.1

MRWA Method WA134.1

MRWA Method WA136.1

MRWA Method WA324.2

Evaluation of geotechnical and civil construction material - Soil fine particles Soils Fine particle analysis Hydrometer AS 1289.3.6.3
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 natural contaminants Soils Calcium carbonate content Not applicable

MRWA Method WA915.1

Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Constant head for a remoulded specimen; Falling head for a remoulded specimen AS 1289.6.7.1, 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

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

AS 5101.4

MRWA Method WA143.1

Sample collection Soils 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 from an open-drive; Disturbed soil sampling in-situ

AS 1289.1.2.1

MRWA Method WA100.1

Not applicable Site selection - Random sampling; Site selection - Random stratified sampling AS 1289.1.4.1,
AS 1289.1.4.2,
MRWA Method WA0.1
Sample collectionNULL Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow

AS 1141 3.1

MRWA Method WA200.1

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.