
National Association of Testing Authorities, Australia
Scope of Accreditation
Construction Sciences Pty Ltd
Site
Melbourne Laboratory
Accreditation No.
1986
Site No.
14874
Date of Accreditation
30 Apr 2002
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Accreditation is held to establish new branch sitesTindal Branch Site | 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 | ||
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; Resistance to wear by attrition | AS 1141.23, AS 1141.27 | |
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt; Organic impurities | Colour test; Settling | AS 1141.33, AS 1141.34 | |
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 |
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Particle size distribution | Sieve analysis | RC (Vic) Method 375.11 | |||
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 | |||
Shape | Flakiness | RC (Vic) Method 302.11 | |||
Shape | Average least dimension; Flakiness; Proportional calliper |
AS 1141.14, AS 1141.15, AS 1141.20.3, RC (Vic) Method 302.11 |
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Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Exposure to sodium sulfate solution | AS 1141.24 | |
Evaluation of geotechnical and civil construction material - Aggregate stabilisation | Aggregates | Unconfined compressive strength | Not applicable |
AS 5101.4 |
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Cement content | Heat of neutralisation | AS 5101.3.3 | |||
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 - Asphalt field density | Asphalts | Density ratio and air voids | Not applicable |
AS/NZS 2891.14.5 |
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Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Bulk density | Presaturation; Waxing |
AS/NZS 2891.9.1, AS/NZS 2891.9.2 RC (Vic) Method 202.02 |
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Evaluation of geotechnical and civil construction material - Concrete, grout and mortar chemical tests | Concrete, grout and mortar | Chloride penetration resistance | Electrical conductance |
AASHTO T 358-17 |
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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; J-ring; T500 |
AS 1012.3.1, AS 1012.3.5 |
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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 |
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Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Bleeding | In-situ analysis - Freshly mixed concrete |
AS 1012.6 |
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Mass per unit volume - Hardened concrete | Dimensions; Water displacement |
AS 1012.12.1, AS 1012.12.2 |
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Steel fibre content in fresh concrete | Not applicable |
I.S EN 14721 +A1 Method B |
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Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 |
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Flexural strength | Modulus of rupture |
AS 1012.11 |
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Fibre content in fresh concrete | Not applicable | RC (Vic) Method 377.01 | |||
Compressive strength | Core; Cylinder |
AS 1012.9, AS 1012.14 |
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Indirect tensile strength | Brazil |
AS 1012.10 |
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Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure |
AS 1012.5 |
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Setting time - In-situ | Not applicable |
AS 1012.18 |
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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 |
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Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14 |
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Specimen manufacture and curing | 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 |
AS 1012.8.1, AS 1012.8.2, AS 1012.8.3, AS 1012.8.4 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Hot plate | AS 1289.2.1.6 | |
Sieve analysis | Not applicable |
AS 1289.3.6.1 |
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Weighted plasticity index | Not applicable | RC(Vic) Method 362.01 | |||
Moisture content | Drying oven |
AS 1289.2.1.1 |
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Linear shrinkage | Not applicable |
AS 1289.3.4.1 |
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Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2 |
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Particle density | Not applicable | AS 1289.3.5.1 | |||
Plastic limit | Not applicable |
AS 1289.3.2.1 |
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Plasticity index | Casagrande |
AS 1289.3.3.1 |
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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 | Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1 |
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Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort |
AS 1289.5.1.1, AS 1289.5.2.1 |
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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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Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In-situ | Nuclear gauge; Sand-cone |
AS 1289.5.3.1, AS 1289.5.8.1 |
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Moisture ratio assessment of dry back | Not applicable |
RC (Vic) Method 316.14 |
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Characteristic field density values | Not applicable |
RC (Vic) Method 316.00 |
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Dry density ratio | Calculation |
AS 1289.5.4.1 |
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Compaction control | Hilf |
AS 1289.5.7.1 |
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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 in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 |
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Penetration depth | Ball embedment | Austroads Method AG:PT/T251 | |||
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1 |
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Bearing ratio | Assignment of CBR and percent swell | RC(Vic) Method 324.01 | |||
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; Falling head for a remoulded specimen |
AS 1289.6.7.1, AS 1289.6.7.2 |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Not applicable; Repeated compaction pre-treatment |
AS 1289.1.1 RC (Vic) Method 301.01, RC (Vic) Method 301.05 RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T103;TfNSW T103;TfNSW T105; |
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Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Lime saturation point | Not applicable | RC (Vic) Method 131.01 | |
Sample preparation | Cement stabilisation; Lime stabilisation |
RC (Vic) Method 301.03, RC (Vic) Method 301.06 |
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Density decay correction factor for granular materials | Not applicable | RC(Vic) Method 330.03 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile |
AS 1141.3.1 |
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Asphalts | Not applicable | Extraction of an asphalt core - Dry technique |
AS 2891.1.2 |
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Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete; Hardened concrete by coring |
AS 1012.1, AS 1012.14 |
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Soils | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling |
AS 1289.1.4.1 RC (Vic) Method 316.10 |
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Not applicable | Disturbed sampling from earthwork; 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 |
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 | Tindal Annex Facility, Site No. 25760 is established from 11 November 2021 until 11 November 2023 for works on the RAAF Tindal-T018 Runway Extension Project, Contract No. 424498002 for BMD Constructions |
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.
14874
Print date
25 Jun 2022