National Association of Testing Authorities, Australia
Scope of Accreditation
L S Quarry
Site
Lima South Quarry
Accreditation No.
20039
Site No.
23564
Date of Accreditation
06 Oct 2016
Contact
Availability
Services conditionally available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt; Organic impurities; Sugar; Weak particles contaminants | Colour test; Fehlings solution; Settling | AS 1141.32, AS 1141.33, AS 1141.34, AS 1141.35, TfNSW TS 02799.38, TS 02799.43 | |
| Coarse aggregate quality | Visual comparison |
AS 1141.30.1, RC (Vic) Method 372.01 |
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| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
|
| Shape | Proportional calliper |
AS 1141.14 |
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| Shape | Average least dimension |
AS 1141.20.1, AS 1141.20.2, AS 1141.20.3, RMS (NSW) Method T235, RMS (NSW) Method T275, TfNSW TS 02799.31, TfNSW TS 02799.50 |
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| Shape | Flakiness |
AS 1141.15, RC (Vic) Method 302.11 |
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| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12, RC (Vic) Method 375.12, RMS (NSW) Method T203 TfNSW TS 02799.04 |
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| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
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| Shape | Crushed faces | AS 1141.18, TfNSW TS 2799.36 | |||
| Bulk density | Compacted; Uncompacted |
AS 1141.4 |
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| Particle size distribution | Sieve analysis |
AS 1141.11.1, RC (Vic) Method 375.11, RMS (NSW) Method T201 TfNSW TS 02799.02 |
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| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on fine aggregate |
AS 1141.25.3, RC (Vic) Method 370.05 |
|
| Soundness | Exposure to sodium sulfate solution; Methylene blue value | AS 1141.24, 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, TfNSW TS 02799.06, TfNSW TS 02799.13 | |
| 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 | Air content of freshly mixed concrete; Fibre content in fresh concrete; Mass per unit volume - Fresh concrete | In situ measurement using fixed volume measure; Increased air pressure; Reduced air pressure | AS 1012.4.2, AS 1012.5, AS 1012.25.1, RC (Vic) Method 377.01; EN 14721 | |
| Compressive strength | Cube; Cylinder | AS 1012.9 | |||
| Indirect tensile strength | Brazil | AS 1012.10 | |||
| Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Curing fibre reinforced 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 fibre reinforced specimens in the field; Manufacture and curing of flexural strength specimens in the laboratory; Manufacture and curing of grout and mortar cubes in the laboratory; Moist curing drying shrinkage specimens in the laboratory | AS 1012.8.1, AS 1012.8.2, AS 1012.8.3, AS 1012.8.4, EN 12390-2 | |
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plastic limit | Not applicable |
AS 1289.3.2.1 |
|
| Liquid limit | Casagrande |
AS 1289.3.1.2 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1 |
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| Plasticity index | Casagrande |
AS 1289.3.3.1 |
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| Moisture content | Hot plate |
AS 1289.2.1.6 |
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| Liquid limit | Casagrande |
AS 1289.3.1.1 |
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| Moisture content | Drying oven |
AS 1289.2.1.1 |
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| Weighted plasticity index |
RC (Vic) Method 326.01 |
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| Sieve analysis | Not applicable |
AS 1289.3.6.1 |
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| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | 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 dispersion | Soils | Dispersion | Sand equivalent | AS 1289.3.7.1 | |
| 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 sample preparation | Soils | Preparation of disturbed samples | Not applicable | AS 1289 1.1 | |
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Disturbed sampling from earthwork |
AS 1141.3.1 |
|
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1, EN 12350-1 | ||
| Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in situ |
AS 1289.1.2.1, RMS (NSW) Method T100 TfNSW TS 02794.01 |
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Accreditation No.
20039
Site No.
23564
Print date
23 Aug 2026