National Association of Testing Authorities, Australia
Scope of Accreditation
New World Laboratories
Site
New World Laboratories
Accreditation No.
21093
Site No.
25290
Date of Accreditation
17 Jun 2022
Address
62-64 Wittenberg Drive
Canning Vale, WA 6155
Australia
Contact
Mr Curwin Boltman P: +61 0477663252
Availability
Services available to external clients
Scope of Accreditation
New World Laboratories
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 binder adhesion | Aggregates | Resistance to stripping | Plate test | AS 1141.50 | |
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Not applicable | AS 1141.11.1; MRWA Method WA210.1; | |
| Bulk density | Not applicable | AS 1141.4 | |||
| Shape | Flakiness | AS 1141.15, MRWA Method WA 216.1 | |||
| Shape | Average least dimension | AS 1141.20.1, AS 1141.20.2, MRWA Method WA 215.1 | |||
| Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 | |||
| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Accelerated soundness index | AS1141.29 | |
| Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping | Asphalts | Degree of particle coating | Not applicable | AS/NZS 2891.11 | |
| Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Bitumen content and aggregate grading | Reflux | AS/NZS 2891.3.1, MRWA Method WA730.1 | |
| Rubber additive steel content | Not applicable | Austroads Method AGPT/T143; MRWA Method WA237.1 | |||
| Rubber additive particle size distribution | Not applicable | Austroads Method AGPT/T143; MRWA Method WA236.1 | |||
| Moisture content | Drying oven | AS/NZS 2891.10 | |||
| Preparation of granulated rubber additive | Not applicable | Austroads Method ATM-101, MRWA Method WA201.1 | |||
| Evaluation of geotechnical and civil construction material - Asphalt mechanical properties | Asphalts | Marshall stability and flow | Not applicable | AS/NZS 2891.5, MRWA Method WA731.1 | |
| Evaluation of geotechnical and civil construction material - Asphalt performance | Asphalts | Fatigue life | Flexural bending | Austroads Method AGPT/T274 | |
| Resilient modulus | Indirect tensile | AS/NZS 2891.13.1 | |||
| Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen conditioning | Handling and conditioning | MRWA Method WA705.1 (clause 6.2.1) | |
| Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Maximum density | Water displacement | AS/NZS 2891.7.1, MRWA Method WA733.1 cl 5.1 & 6.1 | |
| Bulk density of rubber additive; Bulk density of rubber particles | Not applicable | Austroads Method AGPT/T144; MRWA Method WA235.1 | |||
| Voids and density relationship | Not applicable | AS/NZS 2891.8, MRWA Method WA731.1 | |||
| Bulk density; Voids and density relationship | Not applicable | MRWA Method WA733.1 sections 5.2, 6.2, 6.3 | |||
| Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Texture depth | Sand patch | MRWA Method WA311.1; Austroads Method AGPT/T250; | |
| 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 | |||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven | AS 1289.2.1.1; MRWA Method WA110.1 | Including mobile testing capability |
| Sieve analysis | Not applicable | AS 1289.3.6.1; MRWA Method WA115.1; MRWA Method WA115.2 | Including mobile testing capability | ||
| Linear shrinkage; Liquid limit; Plastic limit | Casagrande four point; Cone four point | AS1289.3.1.1; AS1289.3.1.2; AS 1289.3.2.1;AS1289.3.3.1; AS1289.3.3.2;AS 1289.3.9.1; AS 1289.3.9.2;AS 1289.3.4.1 MRWA Method WA120.1;MRWA Method WA120.2;MRWA Method WA121.1;;MRWA Method WA122.1;MRWA Method WA123.1 | |||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1; MRWA Method WA133.1; MRWA Method WA133.2 | Including mobile testing capability |
| Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.4.2 AS 1289.5.1.1, 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 electrical properties | Soils | Electrical resistance | Not applicable | AS1289.4.4.1 | |
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Compaction control; Density - In situ; Dry density ratio; Moisture ratio | Calculation; Hilf; Measured; Nuclear gauge; Statistical selection of reference values | AS 1289.5.4.1,MRWA Method WA136.1 AS 1289.5.8.1,MRWA Method WA324.2 MRWA Method WA134.1 AS 1289.5.7.1 AS 1289.5.4.1,MRWA Method WA134.1 MRWA Method WA136.1 | |
| 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 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 modulus and deformation | Soils | Resilient modulus | Permanent deformation | Austroads Method AGPT/T053, MRWA Method WA142.2, MRWA Method WA142.3 | |
| Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Constant head for a remoulded specimen; Falling head for a remoulded specimen | AS1289.6.7.1;AS1289.6.7.2 | |
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1; MRWA Method WA105.1 | Including mobile testing capability |
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Cement content; Compressive strength | Uniaxial unconfined | AS 5101.4, MRWA Method WA143.1 | |
| Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a conveyor belt; Aggregate from a conveyor belt - Mechanical samplers; Aggregate from a moving stream; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow | AS 1141.3.1, MRWA Method WA 200.1 | |
| Asphalts | Not applicable | Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique; Loose asphalt | MRWA Method WA701.1 | ||
| Soils | Not applicable | Site selection - Random sampling | AS 1289.1.4.1, AS 1289.1.4.2, MRWA Method WA0.1 | ||
| Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling by hand auger; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a truck; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open stream; Disturbed soil sampling from an open-drive; Disturbed soil sampling in situ | AS 1289.1.2.1, MRWA Method WA100.1 |
ISO/IEC 17025 (2017)
Materials
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Analysis of bituminous materials - Composition | Bituminous materials | Non-aqueous volatiles | Calculation by difference | AS 2341.24 | |
| Residue on evaporation | Not applicable | AS/NZS 2341.23 | |||
| Rubber content | Not applicable | MRWA Method WA238.1 | |||
| Water content | Dean and Stark | AS 2341.9 | |||
| Analysis of bituminous materials - Properties | Bituminous materials | Rolling thin film oven (RTFO) | Effect of heat and air on a moving film of bitumen | AS/NZS 2341.10 | |
| Breaking behaviour | Setting time | AS 2341.29 | |||
| Sieve residue | Sieve analysis | AS 2341.26 | |||
| Sedimentation | Not applicable | AS 2341.27 | |||
| Particle charge | Not applicable | AS/NZS 2341.22 | |||
| pH of bituminous emulsions | Classical | AS 2341.32 | |||
| Sample handling and conditioning | Not applicable | AS/NZS 2341.21; Austroads Method AGPT/T102 | |||
| Penetration of bitumen | Not applicable | AS 2341.12 | |||
| Softening point | Ring and ball | AS 2341.18 | |||
| Torsional recovery | Not applicable | Austroads Method AGPT/T122 | |||
| Viscosity | Rotational | AS/NZS 2341.4 | |||
| Segregation of bituminous materials | Not applicable | Austroads Method AGPT/T108 | |||
| Viscosity | Brookfield viscometer | Austroads Method AGPT/T111 | |||
| Softening point | Ring and ball | Austroads Method AGPT/T131 | |||
| Viscosity | Dynamic - Capillary tube | AS/NZS 2341.2 | |||
| Sample collection | Bituminous materials | Not applicable | Not applicable | MRWA Method WA700.1 |
Midlands Road Widening 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 | Midlands Road Widening Annex Facility, Site No 26842 is established from 29 July 2024 to 31 January 2025 for Hiway WA Pty Ltd, Contract No. 2426038. |
Midwest Pavement Repairs Annex 24/25 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 | Midwest Pavement Repairs Annex 24/25 Annex Facility, Site 26981 is established from 9 December 2024 until 30 March 2025 for Midwest Pavement Repairs. Contractor, Hiway WA Pty Ltd, Contract No. QU0175. |
Mt Weld Expansion – TSF4 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 | Mt Weld Expansion - TSF4 Annex Facility, Site No.26725 is established from 19 June 2024 until 30 March 2025 for Mt Weld Expansion - TSF4 for Bundu Contracting Pty Ltd, contract no: J22138-003-SP. |
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.
21093
Site No.
25290
Print date
21 Dec 2024
END OF SCOPE