National Association of Testing Authorities, Australia
Scope of Accreditation
Construction Sciences Pty Ltd
Site
Kalgoorlie Laboratory
Accreditation No.
1986
Site No.
24566
Date of Accreditation
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn
ISO/IEC 17025 (2005)
Infrastructure and Asset Integrity
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| Service | Product | Determinant | Technique | Procedure | Limitations |
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| Accreditation is held to establish new branch sites | 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 |
Kalgoorlie Branch Site Lot 204, Kambalda Road, Boulder, WA 6432 |
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| 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 contaminants | Aggregates | Clay and fine silt | Settling | AS 1141.33 | |
| Weak particles contaminants | Sieve analysis |
AS 1141.32 |
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| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density | Compacted |
AS 1141.4 |
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| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
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| Aggregate crushing value | Not applicable |
AS 1141.21 |
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| Wet/dry strength variation | Not applicable |
AS 1141.22 |
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| Moisture content | Drying oven |
MRWA Method WA212.1 |
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| Abrasion resistance | Los Angeles machine value |
AS 1141.23; MR WA Method WA220.1 |
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| Shape | Average least dimension |
AS 1141.20.1; AS 1141.20.2; MRWA Method QA215.1 |
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| Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
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| Water absorption of fine aggregate |
AS 1141.5 |
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| Abrasion resistance | Los Angeles machine value |
MRWA Method WA220.2 |
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| Shape | Flakiness |
AS 1141.15; MRWA Method WA216.1 |
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| Water absorption of coarse aggregate |
AS 1141.6.1 |
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| Bulk density | Uncompacted |
AS 1141.4 |
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| Shape | Proportional calliper |
AS 1141.14 |
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| Particle size distribution | Sieve analysis |
AS 1141.11.1; MRWA Method WA210.1 |
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| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
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| Soundness | Exposure to sodium sulfate solution |
AS 1141.24 |
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| 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 AS 1478.2 Appendix C, D |
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| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure | AS 1012.5 | |
| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
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| Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2 | |||
| Compressive strength | Cube; Cylinder |
AS 1012.9 AS 1478.2 Appendix A RMS (NSW) Method T375 ASTM C109, ASTM C579 Test Method B BS EN 196-1 clause 9 BS EN 445 clause 4.6 |
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| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Manufacture and curing of drying shrinkage specimens in the laboratory | AS 1012.8.4 | |
| Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of drying shrinkage specimens in the laboratory |
AS 1012.8.1, AS 1478.2 Appendix A ASTM C109 clause 10.4.2, ASTM C579 Test Method B BS EN 196-1 clause 8 |
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| Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Layer thickness | Not applicable |
MRWA Method WA330.1 |
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| Penetration depth | Ball embedment |
MRWA Method WA312.1 |
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| Texture depth | Sand patch |
MRWA Method WA311.1 |
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| Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable |
AS 4133.4.1 |
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| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Particle density | Not applicable |
AS 1289.3.5.1 |
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| Liquid limit | Casagrande four point; Casagrande one point; Cone four point; Cone one point |
AS 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.9.1; AS 1289.3.9.2; MRWA Method WA120.1; MRWA Method WA120.2 |
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| Plasticity index | Casagrande |
AS 1289.3.3.1 |
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| Moisture content | Infrared light |
AS 1289.2.1.5 |
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| Description, identification and classification | Not applicable |
AS 1726 Tables 9 and 10 (Laboratory classification elements only) |
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| Sieve analysis | Not applicable |
AS 1289.3.6.1; MRWA Method WA115.1; MRWA Method WA115.2 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1; MRWA Method WA123.1 |
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| Moisture content | Correlation |
AS 1289.2.3.1 |
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| Plastic limit | Not applicable |
AS 1289.3.2.1 MRWA Method WA121.1 |
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| Moisture content | Drying oven |
AS 1289.2.1.1 MRWA Method WA110.1 MR (Qld) Method Q102A |
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| Plasticity index | Cone |
AS 1289.3.3.2 MRWA Method WA122.1 |
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| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1; MRWA Method WA132.1; MRWA Method WA132.2 |
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| Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1 |
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| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 |
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| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1; MRWA Method WA133.1; MRWA Method WA133.2 |
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| Evaluation of geotechnical and civil construction material - Soil engineering properties | Soils | Reactivity | Shrink/swell |
AS 1289.7.1.1 |
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| Penetration in-situ | Dynamic cone; Perth sand penetrometer |
AS 1289.6.3.2; AS 1289.6.3.3 |
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| Dispersion | Emerson class |
AS 1289.3.8.1 |
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| Fine particle analysis | Hydrometer |
AS 1289.3.6.3 |
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| Bearing ratio | In-situ measurement |
AS 1289.6.1.3 |
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| Shear strength | Direct shear force |
AS 1289.6.2.2 |
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| Triaxial strength | Triaxial undrained with pore water pressure measured |
AS 1289.6.4.2 |
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| Compressive strength | Uniaxial maximum dry |
MRWA Method WA140.1 |
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| Bearing ratio | Remoulded specimens |
AS 1289.6.1.1 MRWA Method WA141.1 |
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| Consolidation | One-dimensional |
AS 1289.6.6.1 |
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| Triaxial strength | Triaxial undrained without pore water pressure measurement |
AS 1289.6.4.1 |
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| Permeability | Constant head for a remoulded specimen; Falling head for a remoulded specimen |
AS 1289.6.7.1; AS 1289.6.7.2 |
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| Dispersion | Percentage (%) |
AS 1289.3.8.2 |
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| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In-situ | Sand-cone |
AS 1289.5.3.1; ; MRWA Method WA324.1 |
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| Field moisture content | Nuclear gauge |
AS 1289.5.8.1; MRWA Method WA324.2 |
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| Dry density ratio | Calculation |
AS 1289.5.4.1; MRWA Method WA134.1; MRWA Method WA136.1 |
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| Moisture ratio | Measured |
AS 1289.5.4.1; MRWA Method WA134.1; MRWA Method WA136.1 |
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| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1; |
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| Compaction control | Hilf |
AS 1289.5.7.1 |
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| Dry density ratio | Statistical selection of reference values |
AS 1289.5.4.3 |
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| Density index | Not applicable |
AS 1289.5.6.1 |
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| Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Calcium carbonate content | Not applicable |
MRWA Method WA915.1 |
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| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1; MRWA Methods WA105.1 |
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| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
AS 5101.4 MRWA Method WA143.1 |
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| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
AS 1141.3.1; MRWA Method WA200.1 |
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| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer |
AS 1012.1 |
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| Soils | Not applicable | Site selection - Random sampling |
AS 1289.1.4.1; MRWA Method WA100.1 |
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| Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.2; MRWA Method WA0.1; MRWA Method WA100.1 |
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| Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ |
AS 1289.1.2.1; MRWA Method WA100.1 |
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 | Settling | AS 1141.33 |
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.
1986
Site No.
24566
Print date
03 Dec 2023
