National Association of Testing Authorities, Australia
Scope of Accreditation
Geotechnical Laboratory Services WA PTY LTD
Geotech Australia
Site
Bunbury Geotechnical & Laboratory Services Pty Ltd
Geotech Australia
Accreditation No.
20660
Site No.
24766
Date of Accreditation
19 May 2022
Contact
Mr Steven Hoffman P: +61 (08) 97071561
Availability
Services available to external clients
Scope of Accreditation
Bunbury Geotechnical & Laboratory Services Pty Ltd
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, MRWA Method WA220.1, 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 | Bulk density | Compacted; Uncompacted | AS 1141.4 | |
Shape | Average least dimension | AS 1141.20.1, AS 1141.20.2, MRWA Method WA215.1 | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 | |||
Particle size distribution | Sieve analysis | AS 1141.11.1, MRWA Method WA210.1 | |||
Shape | Flakiness | AS 1141.15, MRWA Method WA216.1 | |||
Moisture content | Drying oven | AS 1289.2.1.1, MRWA Method WA212.1 | |||
Particle density of fine aggregate | Weighing-in-water | AS 1141.5 | |||
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 | In situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory | AS 1012.8.1 | |
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Texture depth | Sand patch | MRWA Method WA 311.1 | |
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 Method C | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1, AS 1289.3.1.2 | |
Sieve analysis | Not applicable | AS 1289.3.6.1, MRWA Method WA115.1, MRWA Method WA115.2 | |||
Plasticity index | Casagrande | AS 1289.3.3.1, MRWA Method WA122.1 | |||
Liquid limit | Cone four point | AS 1289.3.9.1, MRWA Method WA120.2 | |||
Liquid limit | Cone four point | AS 1289.3.3.1, MRWA Method WA120.1 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1, MRWA Method WA123.1 | |||
Plasticity index | Cone | AS 1289.3.3.2, MRWA Method WA122.1 | |||
Plastic limit | Not applicable | AS 1289.3.2.1, MRWA Method WA121.1 | |||
Liquid limit | Cone one point | AS 1289.3.9.2 | |||
Moisture content | Drying oven | AS 1289.2.1.1, MRWA Method WA110.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1, MRWA Method WA133.1, MRWA Method WA133.2 | |||
Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1, MRWA Method WA132.1, MRWA Method WA132.2 | |||
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 | Dry density ratio | Statistical selection of reference values | MRWA Method WA134.1 | |
Moisture ratio | Statistical selection of reference values | MRWA Method WA136.1 | |||
Moisture ratio | Measured | AS 1289.5.4.1, MRWA Method WA136.1 | |||
Density - In situ | Sand-cone | AS 1289.5.3.1 | |||
Dry density ratio | Calculation | AS 1289.5.4.1, MRWA Method WA134.1 | |||
Density - In situ | Nuclear gauge | AS 1289.5.8.1, MRWA WA324.2 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
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 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; MRWA Method WA105.1 | |
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 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | ||
Soils | 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 |
Abra TSF Cell B Annex Facility
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 | Abra TSF Cell B Annex Facility, Site No 26916 is established from 12 October 2024 until 18 January 2025 for Tailings Storage Facility (TSF) - Cell B project for contractor Lambron Contracting, Contract No. PO-0221/PER2024-0042AC |
Northam-Pithara Annex Facility
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 | Northam-Pithara Annex Facility, Site No 26520 is established from 29 January 2024 until 21 December 2024 for project MRWA Wheatbelt Region- Northern-Pithara Road (M032) SLK94.50 to SLK129.10 for Ventia Australia, Contract No. QU-0030 |
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.
Accreditation No.
20660
Site No.
24766
Print date
28 Nov 2024
END OF SCOPE