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

New World Laboratories address map

Scope of Accreditation

Print scopes
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 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 Not applicable AS 1141.11.1;
MRWA Method WA210.1;
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 particle size distribution Not applicable Austroads Method AGPT/T143; MRWA Method WA236.1
Rubber additive steel content Not applicable Austroads Method AGPT/T143; MRWA Method WA237.1
Preparation of granulated rubber additive Not applicable Austroads Method ATM-101, MRWA Method WA201.1
Moisture content Drying oven AS/NZS 2891.10
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 Resilient modulus Indirect tensile AS/NZS 2891.13.1
Fatigue life Flexural bending Austroads Method AGPT/T274
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; Voids and density relationship Not applicable MRWA Method WA733.1 sections 5.2, 6.2, 6.3
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
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 Sieve analysis Not applicable

AS 1289.3.6.1; MRWA Method WA115.1; MRWA Method WA115.2

 Including mobile testing capability
Particle density Gravimetric AS 1289.3.5.2
Moisture content Drying oven

AS 1289.2.1.1; MRWA Method WA110.1

 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 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
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
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
Karara Mining Wet TSF 2B Construction 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 Karara Mining Wet TSF 2B Construction Annex Facility, Site 27068 is established from 30 April 2025 until 28 February 2026 for L178 – Wet TSF 2B Construction – Civil and Earthworks, Contractor: Wolf Contracting Australia Pty Ltd, Contract No.: NWL210225_WC.

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.