National Association of Testing Authorities, Australia
Scope of Accreditation
Lab and Field Pty Ltd
Site
Lab and Field Pty Ltd
Accreditation No.
375
Site No.
368
Date of Accreditation
19 Jan 1962
Contact
Mr Darren Hill
P: +61 (08) 82585594
Availability
Services available to external clients
Scope of Accreditation
Lab and Field Pty Ltd
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
|
Suspended Evaluation of geotechnical and civil construction material - Soil modulus and deformation |
Soils | Resilient modulus | Permanent deformation |
DPTI(SA) MAT-TP184 |
|
|
Suspended Evaluation of geotechnical and civil construction material - Soil triaxial strength |
Soils | Triaxial strength | Triaxial undrained without pore water pressure measurement |
DPTI (SA) MAT-TP183 |
|
| 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 | Foreign material in recycled aggregate | Manual classification |
TfNSW TS 02799.51 |
|
| Light particles contaminants | Segregation by density |
AS 1141.31 ISO 13503-2 Clause 9 |
|||
| Weak particles contaminants | Sieve analysis |
AS 1141.32 |
|||
| Sugar | Fehlings solution |
AS 1141.35 |
|||
| Clay and fine silt | Settling |
AS 1141.33 |
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| Organic impurities | Colour test |
AS 1141.34 |
|||
| Coarse aggregate quality | Visual comparison |
AS 1141.30.1 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
|
| Water absorption of coarse aggregate | Not applicable |
AS 1141.6.1 |
|||
| Bulk density | Uncompacted |
AS 1141.4 ISO 13503-2 Clause 10 |
|||
| Water absorption of fine aggregate | Not applicable |
AS 1141.5 |
|||
| Shape | Average least dimension |
AS 1141.20.1 AS 1141.20.2 AS 1141.20.3 TfNSW TS 02799.32,TfNSW TS 02799.50 |
|||
| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 ISO 13503-2 Clause 6 |
|||
| Shape | Proportional calliper |
AS 1141.14 |
|||
| Shape | Flakiness |
AS 1141.15 |
|||
| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
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| Bulk density | Compacted |
AS 1141.4 ISO 13503-2 Clause 10 |
|||
| Particle size distribution | Sieve analysis |
AS 1141.11.1 ISO 13503-2 Clause 6 |
|||
| Particle size distribution | Sieve analysis of material finer than 2 ?m | AS 1141.13 | |||
| Shape | Flat particles |
DPTI (SA) TP244 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate reactivity | Aggregates | Alkali reactivity potential | Accelerated mortar bar |
ASTM C227 AS 1141.60.1 |
|
| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Methylene blue value |
AS 1141.66 |
|
| Soundness | Exposure to sodium sulfate solution |
AS 1141.24 |
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| 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 |
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| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar chemical tests | Concrete, grout and mortar | Sulfate level in hardened concrete | Nitric acid | AS 1012.20.1 | |
| Chloride level in hardened concrete | Nitric acid |
AS 1012.20.1 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ | Concrete, grout and mortar | Slump flow | Cone; T500 | AS 1012.3.5 | |
| Slump flow | Cone |
AS 1012.3.1 |
|||
| 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 | Mass per unit volume - Hardened concrete | Water displacement |
AS 1012.12.2 |
|
| Bleeding | In situ analysis - Freshly mixed concrete |
AS 1012.6 |
|||
| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
|||
| Compressive strength | Cylinder |
AS 1012.9 |
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| Indirect tensile strength | Brazil |
AS 1012.10; |
|||
| Compressive strength | Cube |
AS 1012.9 |
|||
| Compressive strength | Core |
AS 1012.14 |
|||
| Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 |
|||
| Setting time - In situ | Not applicable |
AS 1012.18 |
|||
| Flexural strength | Modulus of rupture |
AS 1012.11 |
|||
| Mass per unit volume - Fresh concrete | In situ measurement using fixed volume measure |
AS 1012.5 |
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| 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 | Mixing concrete in the laboratory |
AS 1012.2 |
|
| Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14 |
|||
| Specimen manufacture and curing | In situ manufacture and curing of grout and mortar cubes |
AS 1012.8.3 |
|||
| Specimen manufacture and curing | In situ manufacture and curing of flexural strength specimens |
AS 1012.8.2 |
|||
| Specimen conditioning | Dry conditioning of hardened concrete core specimens |
AS 1012.14 |
|||
| Specimen manufacture and curing | Manufacture and curing of flexural strength specimens in the laboratory |
AS 1012.8.2 |
|||
| Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1 |
|||
| Specimen manufacture and curing | In situ manufacture and curing of drying shrinkage specimens |
AS 1012.8.4 |
|||
| Specimen manufacture and curing | In situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
|||
| Specimen manufacture and curing | Manufacture and curing of grout and mortar cubes in the laboratory |
AS 1012.8.3 |
|||
| Specimen manufacture and curing | Manufacture and curing of drying shrinkage specimens in the laboratory |
AS 1012.8.4 |
|||
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory |
AS 1012.8.1 |
|||
| Evaluation of geotechnical and civil construction material - Rock strength and deformation | Rocks | Compressive strength | Uniaxial load rate controlled | AS 4133.4.2.1 | |
| Compressive strength | Uniaxial strain rate controlled | AS 4133.4.2.2 | |||
| Evaluation of geotechnical and civil construction material - Soil chemical properties | Soils | Organic matter | Titration |
AS 1289.4.1.1 |
|
| Electrical conductivity | Direct reading |
AS 4419 Appendix D |
|||
| Calcium carbonate content | Not applicable |
MRWA Method WA915.1 |
|||
| Soluble sulfate | Acid extraction | AS 1289.4.2.1 | |||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
|
| Linear shrinkage | Not applicable |
AS 1289.3.4.1 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1 DPTI (SA) TP141 |
|||
| Plasticity index | Casagrande |
AS 1289.3.3.1 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1 DPTI (SA) TP134 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1 |
|||
| Particle density | Not applicable |
AS 1289.3.5.1 |
|||
| Liquid limit | Casagrande four point |
AS 1289.3.1.1 DPTI (SA) TP143 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1 |
|
| 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 |
|||
| 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 | Compaction control | Hilf |
AS 1289.5.7.1 |
|
| Density - In situ | Nuclear gauge |
AS 1289.5.8.1 |
|||
| Field moisture content | Nuclear gauge |
AS 1289.5.8.1 |
|||
| Moisture ratio | Measured |
AS 1289.5.4.1 |
|||
| Dry density ratio | Calculation |
AS 1289.5.4.1 |
|||
| 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; Perth sand penetrometer | AS 1289.6.3.2, AS 1289.6.3.3 | |
| Penetration depth | Ball embedment |
DPTI (SA) TP349 |
|||
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1 |
|
| Bearing ratio | Remoulded specimens |
DPTI (SA) TP133 |
|||
| 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 | Constant head for a remoulded specimen |
AS 1289.6.7.1 |
|
| Permeability | Falling head for a remoulded specimen | AS 1289.6.7.2 | |||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1 |
|
| Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell |
AS 1289.7.1.1 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Cement content | Heat of neutralisation | AS 5101.3.3 | |
| Lime demand | Not applicable |
RMS (NSW) Method T144 TfNSW TS 02797.02 |
|||
| Compressive strength | Uniaxial unconfined |
TfNSW TS 02796.02 |
|||
| Evaluation of geotechnical and civil construction material - Soil thermal properties | Soils | Thermal conductivity | In situ measurement; Laboratory measurement | ASTM D5334 | |
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile |
AS 1141.3.1 DPTI (SA) TP226 |
|
| Concrete, grout and mortar | Not applicable | Fresh concrete from deposited concrete |
AS 1012.1 |
||
| Not applicable | Fresh concrete from a mixer |
AS 1012.1 |
|||
| Soils | Not applicable | Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile |
AS 1289.1.2.1 DPTI (SA) TP226 |
||
| Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.2 DPTI (SA) TP061 |
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 (SoA).
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
The Product column may also describe an Item or Material.
The Limitations column may also describe the Range.
Accreditation No.
375
Site No.
368
Print date
26 Aug 2026
END OF SCOPE