
National Association of Testing Authorities, Australia
Scope of Accreditation
Pearce Geotech Pty Ltd
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
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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 |
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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 |
AS 1141.11.1 |
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Shape | Flakiness; Proportional calliper | AS 1141.14, AS 1141.15 | |||
Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate | Weighing-in-water | AS 1141.5, AS 1141.6.1 | |||
Bulk density | Compacted; Uncompacted | AS 1141.4 | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22 |
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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 | Bleeding | In-situ analysis - Freshly mixed concrete | AS 1012.6 | |
Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure | AS 1012.5 | |||
Compressive strength | Cylinder | AS 1012.9 | |||
Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2 | |||
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 | Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of drying shrinkage specimens; In-situ manufacture and curing of flexural strength specimens | AS 1012.8.1, AS 1012.8.2, AS 1012.8.4 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plastic limit | Not applicable |
AS 1289.3.2.1 |
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Weighted plasticity index | Not applicable |
RC (Vic) Method 326.01 |
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Plasticity index | Casagrande |
AS 1289.3.3.1 |
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Linear shrinkage | Not applicable |
AS 1289.3.4.1 |
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Liquid limit | Casagrande one point |
AS 1289.3.1.1, 3.1.2 |
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Moisture content | Drying oven |
AS 1289.2.1.1 |
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Sieve analysis | Not applicable |
AS 1289.3.6.1 |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD); Minimum and maximum dry density | Not applicable |
AS 1289.5.4.2 |
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Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1 |
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Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 |
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Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1 |
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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 | Characteristic field density values | Not applicable |
RC (Vic) Method 316.00 |
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AS 1289.5.4.1 |
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Moisture ratio assessment of dry back | Not applicable |
RC (Vic) Method 316.14 |
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Density index | Not applicable |
AS 1289.5.6.1 |
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Compaction control | Hilf |
AS 1289.5.7.1 |
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Density - In-situ; Field moisture content | Nuclear gauge |
AS 1289.5.8.1 |
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Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Perth sand penetrometer |
AS 1289.6.3.3 |
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Penetration depth | Ball embedment | Austroads Method AGPT/T251 | |||
Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 |
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Evaluation of geotechnical and civil construction material - Soil in-situ strength | Soils | Bearing strength - In-situ | Plate bearing |
DIN 18134 |
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Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1 |
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Bearing ratio | Assignment of CBR and percent swell |
RC (Vic) Method 301.04, RC (Vic) Method 324.01 |
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Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH |
AS 1289.4.3.1 |
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Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Constant head for a remoulded specimen |
AS 1289.6.7.1 |
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Permeability | Falling head for a remoulded specimen |
AS 1289.6.7.2 |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment |
RC (Vic) Method 301.05 |
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Soil pre-treatment | Not applicable |
AS 1289.1.1 RC (Vic) Method 301.01 |
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Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Lime saturation point | Not applicable | RC (Vic) Method 131.01 | |
Cementitious binder and granular additive content; Compressive strength; Density decay correction factor for granular materials | Uniaxial unconfined | AS 5101.4, RC (Vic) Method 330.02, RC (Vic) Method 330.03 | |||
Laboratory stabilisation of soil | Lime stabilisation |
RC (Vic) Method 301.03 |
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Laboratory stabilisation of soil | Cement |
RC (Vic) Method 301.06 |
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Sample collection | Aggregates | Not applicable | Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile |
AS 1141.3.1 |
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Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | ||
Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile |
AS 1289.1.2.1 |
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Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling |
AS 1289.1.4.1, 1.4.2 RC (Vic) Method 316.10 |
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 Flyers Creek Windfarm Annex Facility, Site No 26310, is established from 13 June 2023 until 14 December 2023 for Elecnor Australia Pty Ltd 0475682523 (Guiliem Digon Banus), Contract No. FCWF-435. |
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 Golden Plains Windfarm Annex Facility, Site No. 26247 is established from 20 April 2023 until 20 April 2024 for the MPC Kinetic Golden Plains Windfarm project for MPC Kinetic Group. Contract No. 119-9005. |
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.
18877
Site No.
21076
Print date
11 Dec 2023