National Association of Testing Authorities, Australia
Scope of Accreditation
Materials Consultants Pty Ltd
Site
Materials Testing Laboratory
Accreditation No.
1763
Site No.
1756
Date of Accreditation
29 Jul 1983
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Calibration
- The uncertainty of measurement is reported as an expanded uncertainty having a level of confidence of 95% unless stated otherwise
Service | Product | Determinant | Technique | Procedure | Limitations | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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Volume and density - Determination of density | Standard nuclear gauge density blocks | kg/m3 | Gravimetric | Calibration of Type C nuclear gauge standard density blocks in accordance with AS 1289.5.8.5 and MRWA Method WA2040.1 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Capability Calibration of Type C nuclear gauge standard density blocks with the measurement capability of 1 kg/m3 in the range 1000 kg/m³ from 3500 kg/m3 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Volume and density - Nuclear density gauges | Nuclear moisture/density gauges | Density | Comparison with a reference standard | AS 1289.5.8.4 MRWA Method WA135.1 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Capability With Calibration and Measurement Capability of-0.007 t/m3 density in the range of 1.100 t/m3 to 3.122 t/m3 |
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 | |
Abrasion resistance | Los Angeles machine value | MRWA Method WA220.2 | |||
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis | AS 1141.32 | |
Organic impurities | Colour test | AS 1141.34 | |||
Clay and fine silt | Settling | AS 1141.33 | |||
Light stone contaminants | Visual assessment of stone colour | MRWA Method WA250.1 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis | AS 1141.11.1 MRWA Method WA210.1 | |
Bulk density | Uncompacted | AS 1141.4 | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 | |||
Shape | Average least dimension | AS 1141.20.1 AS 1141.20.2 AS 1141.20.3 MRWA Method WA215.1 | |||
Shape | Flakiness | AS 1141.15 MRWA Method WA216.1 | |||
Moisture content | Drying oven | MRWA Method WA212.1 | |||
Bulk density | Compacted | AS 1141.4 | |||
Particle density of fine aggregate | Weighing-in-water | AS 1141.5 | |||
Shape | Proportional calliper | AS 1141.14 | |||
Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Exposure to sodium sulfate solution | AS 1141.24 | |
Soundness | Methylene blue value | AS 1141.66 | |||
Evaluation of geotechnical and civil construction material - Aggregate stabilisation | Aggregates | Unconfined compressive strength | Not applicable | AS 5101.4 | |
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value | Not applicable | AS 1141 21 | |
Wet/dry strength variation | Not applicable | AS 1141 22 | |||
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Bitumen content and aggregate grading | Centrifugation | MRWA Method WA 730.1 | |
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 | Core | AS 1012.14 | |
Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |||
Compressive strength | Cube | AS 1012.9 | |||
Compressive strength | Cylinder | AS 1012.9 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Curing grout and mortar cube specimens in the laboratory; In situ manufacture and curing of grout and mortar cubes | AS 1012.8.3 | |
Specimen conditioning | Wet conditioning of hardened concrete core specimens | AS 1012.14 | |||
Specimen manufacture and curing | 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 | Penetration depth | Ball embedment | MRWA Method WA312.1 | |
Texture depth | Sand patch | MRWA Method WA311.1 | |||
Layer thickness | Not applicable | MRWA Method WA330.1 | |||
Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Moisture content | Drying oven | AS 4133.1.1.1 | |
Point load strength index | Not applicable | AS 4133.4.1 | |||
Evaluation of geotechnical and civil construction material - Rock strength and deformation | Rocks | Compressive strength | Uniaxial load rate controlled | AS 4133.4.2.1, AS 4133.4.2.2 | |
Evaluation of geotechnical and civil construction material - Soil chemical properties | Soils | Calcium carbonate content | Not applicable | MRWA Method WA915.1 | |
Organic matter | Peroxide | AS 1289.4.1.1 | |||
Soluble salts | Conductivity | MRWA Method WA910.1 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plasticity index | Cone | AS 1289.3.3.2 MRWA Method WA122.1 | |
Linear shrinkage | Not applicable | AS 1289.3.4.1 MRWA Method WA123.1 | |||
Plastic limit | Not applicable | AS 1289.3.2.1 MRWA Method WA121.1 | |||
Liquid limit | Cone one point | AS 1289.3.9.2 | |||
Description, identification and classification | Not applicable | AS 1726 Tables 9 and 10 (Laboratory classification elements only) | |||
Liquid limit | Cone four point | AS 1289.3.9.1 MRWA Method WA120.2 | |||
Plasticity index | Casagrande | AS 1289.3.3.1 MRWA Method WA122.1 | |||
Liquid limit | Casagrande four point | AS 1289.3.1.1 MRWA Method WA120.1 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1 MRWA Method WA115.1 MRWA Method WA115.2 | |||
Particle density | Not applicable | AS 1289.3.5.1 | |||
Moisture content | Drying oven | AS 1289.2.1.1 MRWA Method WA110.1 | |||
Liquid limit | Casagrande one point | AS 1289.3.1.2 | |||
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 | |||
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
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 dispersion | Soils | Dispersion | Emerson class | AS 1289.3.8.1 | |
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 | Density - In situ | Nuclear gauge | AS 1289.5.8.1 MRWA Method WA324.2 | |
Dry density ratio | Statistical selection of reference values | AS 1289.5.4.3 MRWA Method WA134.1 | |||
Moisture ratio | Measured | AS 1289.5.4.1 MRWA Method WA136.1 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
Density - In situ | Sand pouring apparatus | AS 1289.5.3.1 | |||
Dry density ratio | Calculation | AS 1289.5.4.1 MRWA Method WA134.1 | |||
Moisture ratio | Statistical selection of reference values | AS 1289.5.4.3 MRWA Method WA136.1 | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
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 | AS 1289.6.3.2 | |
Penetration in situ | Perth sand penetrometer | AS 1289.6.3.3 | |||
Evaluation of geotechnical and civil construction material - Soil in situ strength | Soils | Impact strength - In situ | Clegg impact | AS 1289.6.9.1 | |
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 | |
Compressive strength | Uniaxial maximum dry | MRWA Method WA140.1 | |||
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 permeability | Soils | Permeability | Percolation | MRWA Method WA117.3 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1 AS 5101.2.2 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 MRWA Method WA143.2 | |
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow | AS 1141.3.1 MRWA Method WA200.1 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | ||
Not applicable | Hardened concrete by coring | AS 1012.14 | |||
Soils | Not applicable | 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 sampling | AS 1289.1.4.1 MRWA Method WA0.1 | |||
Not applicable | Site selection - Random stratified sampling | AS 1289.1.4.2 MRWA Method WA0.1 MRWA Method WA100.1 |
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 | Annex #10 Narrogin, Site 26966 is established from 15 November 2024 until 30 April 2025, Wheatbelt Region – Direct Managed Works – Rehabilitations/Shoulder Widening/Pavement Repairs 24/25 FY, Contractor: Main Roads WA, Contract No.:C0006/23. |
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 | Annex #3 Telfer Annex Facility, Site No 26611 is established from 14 February 2024 until 31 March 2025 for project Telfer TSF Projects contractor Newmont/Newcrest Operations Limited, contract No 4501516879. |
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 | Annex #5 Mt Ida, Site No 26526 is established from 1 February 2024 until 31 August 2024 for Bottle Creek Mine IWL Stage 2 Project, contract number PO-101333. |
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 | Annex #6 New Norcia Annex Facility, Site No 26173 is established from 23 January 2023 until 31 May 2025 for Construction of Great Northern Highway SLK 103.8 to SLK 110.2 contract number BNS3-SCA-001. |
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 | Annex 2 Indian Ocean Drive , Site No 26658 is established from 28 March 2024 until 28 February 2025 for Indian Ocean Drive Stage 2 – Leeman to Brand Highway, SLK 219.945 to SLK 253.109, contract No.197/18-0088 |
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 | Annex 4 Ghooli, Site No 26628 is established for the following contracts:
|
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 | Annex 5 Manuwarra Red Dog Highway, Site 26915 is established from 17 October 2024 until 31 January 2025, Project Name: Manuwarra Red Dog Highway Stage 2 (M065) SLK SLK 18.86 to SLK 88.75, Contractor:YIRDIYA PTY LTD, Contract No.C0080.23. |
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 | Annex 7 Tanami, Site No 26259 is established from 6 May 2023 until 30 December 2024 for Kimberley Area Project, contract number 87/19 - 1055231. |
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 | Annex 9 Oakajee, Site 26894 is established from 18 September 2024 until 30 August 2025 - Construction of Oakajee Access Road and Buller River Bridge Replacement (Bridge No 0798A) for Highway Construction, Contract No.197/18-0109. |
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.
1763
Site No.
1756
Print date
26 Nov 2024