National Association of Testing Authorities, Australia
Scope of Accreditation
Pilbara Geotechnical & Laboratory Services Pty Ltd
Scope of Accreditation
Pilbara Geotechnical Laboratory Services
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 contaminants | Aggregates | Clay and fine silt | Settling | AS 1141.33 | |
Weak particles contaminants | Sieve analysis | AS 1141.32 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 | |
Shape | Proportional calliper | AS 1141.14 | |||
Particle density of fine aggregate | Weighing-in-water | AS 1141.5 | |||
Shape | Flakiness | AS 1141.15, MRWA Method WA216.1 | |||
Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
Moisture content | Drying oven | AS 1289.2.1.1, MRWA Method WA212.1 | |||
Shape | Average least dimension | AS 1141.20.1, AS 1141.20.2, MRWA Method WA215.1 | |||
Bulk density | Compacted; Uncompacted | AS 1141.4 | |||
Particle size distribution | Sieve analysis | AS 1141.11.1, MRWA Method WA210.1 | |||
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 | AS 1012.8.1 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Cone one point | AS 1289.3.9.2 | |
Plastic limit | Not applicable | AS 1289.3.2.1, MRWA Method WA121.1 | |||
Liquid limit | Cone four point | AS 1289.3.9.1, MRWA Method WA120.2 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1, MRWA Method WA123.1 | |||
Liquid limit | Cone four point | AS 1289.3.3.1, MRWA Method WA120.1 | |||
Plasticity index | Casagrande | AS 1289.3.3.1, MRWA Method WA122.1 | |||
Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1, AS 1289.3.1.2 | |||
Moisture content | Drying oven | AS 1289.2.1.1, MRWA Method WA110.1 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1, MRWA Method WA115.1, MRWA Method WA115.2 | |||
Plasticity index | Cone | AS 1289.3.3.2, MRWA Method WA122.1 | |||
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 | Standard compactive effort | AS 1289.5.1.1, MRWA Method WA132.1, MRWA Method WA132.2 | |||
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1, MRWA Method WA133.1, MRWA Method WA133.2 | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Compaction control | Hilf | AS 1289.5.7.1 | |
Density - In situ | Nuclear gauge | AS 1289.5.8.1, MRWA 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 | |||
Dry density ratio | Calculation | AS 1289.5.4.1, MRWA Method WA134.1 | |||
Dry density ratio | Statistical selection of reference values | MRWA Method WA134.1 | |||
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 | Bearing ratio | Remoulded specimens | AS 1289.6.1.1, MRWA Method WA141.1 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1; MRWA Method WA105.1 | |
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 | 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 | |||
Not applicable | Site selection - Random stratified sampling | AS 1289.1.4.2; MRWA Method WA100.1 |
Ken’s Bore Concrete 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 | Ken's Bore Concrete Annex Facility, Site No 26661 is established from 8 April 2024 until 11 August 2024 for MRL Kens Bore Concrete, contractor Formstruct Batch Plant, contract No. P#2024468. Annex Closed 11/8/2024 |
McPhee Creek 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 | McPhee Creek Annex Facility, Site 26943 is established from 5 November 2024 until 15 April 2025, McPhee Creek Project, Contractor: Corps Earthmoving Pty Ltd, Contract No. PO414180. |
Mesa A TSF Pipeline Extension 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 | Mesa A TSF Pipeline Extension Annex Facility, Site No. 26848 is established from 5 August 2024 to 31 January 2025, Mesa A TSF Pipeline Extension, Contract No. 70338 for North West Mining and Civil. |
Pilgangoora 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 | Pilgangoora Annex Facility, Site No 26677 is established from 8 May 2024 until 8 May 2025 for Pilbara Minerals - Pilgangoora Mine Site contract number 2035-PSA-PILOP. |
Solomon Brad TSF and Pipeline 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 | The Solomon Brad TSF Annex Facility, site number 26277 is established for the following contracts: •From 17 May 2023 until 1 December 2024 for the Solomon Brad TSF project; contractor FMG Solomon Pty Ltd PO 4600003086. •From 2 March 2024 until 1 December 2025 for the Solomon Brad TSF and Pipeline Project; contractor FMG Solomon Pty Ltd PO 4502154819. |
Western Ridge Soils Laboratory 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 | Western Ridge Soils Laboratory Annex Facility, Site No. 26911 is established from 10 October 2024 until 30 December 2025, Western Ridge Crusher Project (W81042), Contractor: SCJV, Contract No. 7778561-OS. |
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.
20873
Site No.
25062
Print date
23 Nov 2024
END OF SCOPE