National Association of Testing Authorities, Australia
Scope of Accreditation
Civitest Pty Ltd
Site
Bunbury Laboratory
Accreditation No.
20040
Site No.
14158
Date of Accreditation
22 Jun 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 |
MRWA Method WA220.2 |
|
| Abrasion resistance | Los Angeles machine value |
AS 1141.23 MRWA Method WA220.1 |
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| Abrasion resistance | Resistance to wear by attrition |
AS 1141.27 |
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| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis |
AS 1141.32 |
|
| Clay and fine silt | Settling |
AS 1141.33 |
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| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Proportional calliper |
AS 1141.14 |
|
| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
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| Moisture content | Microwave oven |
MRWA Method WA212.2 |
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| Bulk density | Uncompacted |
AS 1141.4 |
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| Moisture content | Drying oven |
MRWA Method WA212.1 |
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| Shape | Flakiness |
AS 1141.15 MRWA Method WA216.1 |
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| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
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| Bulk density | Compacted |
AS 1141.4 |
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| Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
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| Shape | Average least dimension |
AS 1141.20.1 MRWA Method WA215.1 |
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| Particle size distribution | Sieve analysis |
AS 1141.11.1 MRWA Method WA210.1 |
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| 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 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 | Compressive strength | Cube |
AS 1012.9 RMS (NSW) Method T375 |
|
| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
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| Compressive strength | Cylinder |
AS 1012.9 |
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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 cylindrical specimens in the laboratory |
AS 1012.8.1 |
|
| Specimen manufacture and curing | Manufacture and curing of grout and mortar cubes in the laboratory |
AS 1012.8.3 RMS (NSW) Method T375 |
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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 |
|
| Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable |
AS 4133.4.1 |
|
| Evaluation of geotechnical and civil construction material - Soil chemical properties | Soils | Calcium carbonate content | Not applicable |
MRWA Method WA915.1 |
|
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plasticity index | Casagrande |
AS 1289.3.3.1 MRWA Method WA122.1 |
|
| Liquid limit | Cone one point |
AS 1289.3.9.2 |
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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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| Plastic limit | Not applicable |
AS 1289.3.2.1 MRWA Method WA121.1 |
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| Liquid limit | Cone four point |
AS 1289.3.9.1 MRWA Method WA120.2 |
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| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
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| Moisture content | Drying oven |
AS 1289.2.1.1 MRWA Method WA110.1 |
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| Moisture content | Microwave oven |
MRWA Method WA110.2 |
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| Liquid limit | Casagrande four point |
AS 1289.3.1.1 MRWA Method WA120.1 |
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| Plasticity index | Cone |
AS 1289.3.3.2 MRWA Method WA122.1 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1 MRWA Method WA123.1 |
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| Description, identification and classification | Not applicable |
AS 1726 Tables 9 and 10 (Laboratory classification elements only) |
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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 |
|
| 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 dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
|
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Dry density ratio | Statistical selection of reference values |
AS 1289.5.4.3 MRWA Method WA134.1 |
|
| Moisture ratio | Measured |
AS 1289.5.4.1 MRWA Method WA136.1 |
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| Compaction control | Hilf |
AS 1289.5.7.1 |
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| Density - In-situ | 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 |
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| Moisture ratio | Statistical selection of reference values |
AS 1289.5.4.3 MRWA Method WA136.1 |
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| Density - In-situ | Sand pouring apparatus |
AS 1289.5.3.1 MRWA Method WA324.1 |
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| 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 |
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| 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 |
|
| Compressive strength | Uniaxial maximum dry |
MRWA Method WA140.1 |
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| 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 |
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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 Method WA105.1 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
AS 5101.4 MRWA Method WA143.1 |
|
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
AS 1141.3.1 MRWA Method WA200.1 |
|
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer |
AS 1012.1 |
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| Not applicable | Fresh grout |
RMS (NSW) Method T375 |
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| Soils | 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 |
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| Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.2 MRWA Method WA100.1 |
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| Not applicable | Site selection - Random sampling |
AS 1289.1.4.1 MRWA Method WA0.1 |
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 | Muja Power Station Annex Facility, Site No 25949 is established from 11 May 2022 until 11 November 2022 for Muja Power Station MPS FED Cell 1, contract number CW2237693. |
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.
20040
Site No.
14158
Print date
29 Jun 2022