National Association of Testing Authorities, Australia
Scope of Accreditation
Hallett Laboratory
Site
Hallett Laboratory Annex Facility
Accreditation No.
19646
Site No.
22770
Date of Accreditation
07 Jan 2016
Contact
Availability
Services available to external clients
Scope of Accreditation
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 | |
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Light particles contaminants; Sugar | Fehlings solution; Segregation by density | AS 1141.31 AS 1141.35 | |
Organic impurities | Colour test | AS 1141.34 | |||
Coarse aggregate quality | Visual comparison | AS 1141.30.1 | |||
Weak particles contaminants | Sieve analysis | AS 1141.32 | |||
Clay and fine silt | Settling | AS 1141.33 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm | AS 1141.11.1 AS 1141.12 | |
Bulk density | Compacted; Uncompacted | AS 1141.4 | |||
Shape | Angularity; Average least dimension; Elongation; Flakiness; Flat particles; Proportional calliper | AS 1141.14 AS 1141.15 AS 1141.16 AS 1141.20.1 AS 1141.20.2 AS 1141.20.3 DPTI(SA) MAT-TP 240 DPTI(SA) MAT-TP 241 DPTI(SA) MAT-TP 244 | |||
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 | |||
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 strength | Aggregates | Aggregate crushing value; Wet/dry strength variation | Not applicable | AS 1141.21 AS.1141.22 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar chemical tests | Concrete, grout and mortar | Chloride level in hardened concrete; Sulfate level in hardened concrete | Nitric acid | AS 1012.20.1 (except clause 6.2) | |
Chloride penetration resistance | Nordtest method | NT Build Method 443 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ | Concrete, grout and mortar | Slump flow | Cone; J-ring; T500 | AS 1012.3.1 AS 1012.3.5 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar deformation | Concrete, grout and mortar | Modulus of elasticity | Poisson's ratio; Static chord modulus | AS 1012.17 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar performance | Concrete, grout and mortar | Flexural tensile strength | Limit of proportionality | EN 14651, ASTM C1609 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar permeability | Concrete, grout and mortar | Permeability | Volume change with water absorption - Permeable voids | AS 1012.21 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Flexural strength | Modulus of rupture | AS 1012.11 | |
Bleeding | In situ analysis - Freshly mixed concrete | AS 1012.6 | |||
Air content of freshly mixed concrete | Increased air pressure | AS 1012.4.1 | |||
Compressive strength | Core; Cube; Cylinder | AS 1012.9 AS 1012.14 | |||
Mass per unit volume - Fresh concrete | AS 1012.5 | ||||
Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |||
Setting time - In situ; Setting time - Laboratory | Not applicable | AS 1012.18 | |||
Mass per unit volume - Hardened concrete | Water displacement | AS 1012.12.2 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar shrinkage | Concrete, grout and mortar | Drying shrinkage specimen measurement | Not applicable | AS 1012.13 | |
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; 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; In situ manufacture and curing of grout and mortar cubes; Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of drying shrinkage specimens in the laboratory; Manufacture and curing of flexural strength specimens in the laboratory; Manufacture and curing of grout and mortar cubes in the laboratory | AS 1012.8.1 AS 1012.8.2AS 1012.8.3 AS 1012.8.4 | |
Specimen conditioning | Wet conditioning of hardened concrete core specimens | AS 1012.14 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit; Plastic limit; Plasticity index | Casagrande four point; Casagrande one point | AS 1289.3.1.1 AS 1289.3.1.2 AS 1289.3.2.1 AS 1289.3.3.1 | |
Sieve analysis | Not applicable | AS 1289.3.6.1 DPTI(SA) MAT-TP 134 | |||
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1 | |||
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 DPTI(SA) MAT-TP 166 | |
Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1 AS 1289.5.2.1 | |||
Evaluation of geotechnical and civil construction material - Soil electrical properties | Soils | Electrical resistance | Direct reading | AS 1289.4.4.1 | |
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 pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1 | |
Sample collection | Aggregates | Not applicable | Quarry aggregate from a rock spall | AS 1141.3.2 | |
Aggregates; Soils | Not applicable | Aggregate from a stockpile; Disturbed soil sampling from a stockpile | AS 1141.3.1 | ||
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 |
ISO/IEC 17025 (2017)
Materials
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Analysis of cements and cementitious materials - Composition | Cement products | Aluminium oxide; Calcium oxide; Ferric oxide; Magnesium oxide; Manganese oxide; Phosphorus pentoxide; Potassium oxide; Silicon dioxide; Sodium oxide; Sulfur trioxide (sulfuric anhydride); Titanium dioxide | X-ray fluorescence (XRF) - Dry ingredients; X-ray fluorescence (XRF) - Hydrated material | AS 2350.2 AS 4489.5.1 In-house method Hallett Laboratory XRF Test Method | |
Loss on ignition | Not applicable | AS 4489.7.1 | |||
Lime - Available | Classical - Dry ingredients; Classical - Hydrated material | AS 4489.6.1 | |||
Solid content | Not applicable | AS 4489.2.1 | |||
Sample preparation of quicklime and hydrated lime | Not applicable | AS 4489.1.1 | |||
Moisture - Free | Not applicable | AS 4489.8.1 | |||
Loss on ignition | Gravimetric | AS 2350.2 | |||
Sulfide | Classical - Dry ingredients; Classical - Hydrated material | AS 3583.7 | |||
Pozzolanic materials | Chloride | Classical - Dry ingredients; Classical - Hydrated material | AS 3583.13 | ||
Sulfur trioxide (sulfuric anhydride) | Classical - Dry ingredients; Classical - Hydrated material | AS 3583.8 | |||
Insoluble residue | Classical - Dry ingredients | AS 3583.14 AS 2350.2 | |||
Loss on ignition | Gravimetric | AS 3583.3 | |||
Analysis of cements and cementitious materials - Properties | Cement products | Fineness index | Air permeability | AS/NZS 2350.8 | |
Soundness of portland and blended cement | Cement pat; Le Chatelier | AS/NZS 2350.5 | |||
Compressive strength | Not applicable | AS/NZS 2350.11 | |||
Consistency | Normal consistency | AS/NZS 2350.3 | |||
Sample preparation of portland and blended cement | Not applicable | AS 2350.12 | |||
Length change | Length change with exposure to sulfate solution | AS 2350.14 | |||
Setting time | Not applicable | AS/NZS 2350.4 | |||
Bulk density | Fixed volume measure | AS 4489.10.1 | |||
Slaking properties | Dewar flask | AS 4489.3.1 | |||
Soundness of limes and limestones | Le Chatelier | AS 4489.4.2 | |||
Drying shrinkage | Not applicable | AS 2350.13 | |||
Particle size | Wet sieving | AS 2350.9 | |||
Pozzolanic materials | Fineness | Not applicable | AS 3583.1 | ||
Relative density (specific gravity) | Displacement | AS 3583.5 ASTM C188 | |||
Moisture - Free | Convection oven | AS 3583.2 | |||
Relative strength and water requirement | Not applicable | AS 3583.6 | |||
Sample collection | Cement products | Not applicable | Portland, blended and masonry cements from bags, bins, transport containers | AS/NZS 2350.1 |
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.
19646
Site No.
22770
Print date
25 Nov 2024