National Association of Testing Authorities, Australia
Scope of Accreditation
009 878 899 Pty Ltd
Site
Darra Laboratory
Accreditation No.
1169
Site No.
1162
Date of Accreditation
01 Jun 2017
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
|
Suspended 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 | ||
|
Suspended Evaluation of geotechnical and civil construction material - Aggregate abrasion |
Aggregates | Abrasion resistance | Los Angeles machine value |
AS 1141.23 |
|
|
Suspended Evaluation of geotechnical and civil construction material - Aggregate binder adhesion |
Aggregates | Degree of precoating | Not applicable | MR (Qld) Method Q216 | |
|
Suspended 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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| Organic impurities | Colour test | AS 1141.34 | |||
|
Suspended Evaluation of geotechnical and civil construction material - Aggregate properties |
Aggregates | Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
|
| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
|||
| Shape | Average least dimension |
AS 1141.20.3 |
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| Water absorption of fine aggregate | Not applicable |
AS 1141.5 |
|||
| Bulk density | Compacted; Uncompacted |
AS 1141.4 |
|||
| Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
|||
| Shape | Flakiness | AS 1141.15, MR (Qld) Method Q201 | |||
| Shape | Crushed faces |
AS 1141.18 |
|||
| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
|||
| Water absorption of coarse aggregate | Not applicable |
AS 1141.6.1 |
|||
|
Suspended Evaluation of geotechnical and civil construction material - Aggregate soundness |
Aggregates | Soundness | Degradation factor on source rock | AS 1141.25.1 | |
| Soundness | Exposure to sodium sulfate solution |
AS 1141.24 |
|||
| Soundness | Degradation factor on coarse aggregate |
AS 1141.25.2, MR (Qld) Method Q208B |
|||
|
Suspended 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, RMS (NSW) Method T215 |
|||
|
Suspended 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 |
|
|
Suspended Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties |
Concrete, grout and mortar | Compressive strength | Core |
AS 1012.14 |
|
| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
|||
| Compressive strength | Cylinder |
AS 1012.9 |
|||
|
Suspended Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing |
Concrete, grout and mortar | Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14 |
|
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
|||
|
Suspended Evaluation of geotechnical and civil construction material - Rock properties |
Rocks | Point load strength index | Not applicable |
AS 4133.4.1 |
|
|
Suspended Evaluation of geotechnical and civil construction material - Soil classification |
Soils | Liquid limit | Cone four point |
AS 1289.3.9.1, MR (Qld) Method Q104A |
|
| Liquid limit | Casagrande four point |
AS 1289.3.1.1 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1, MR (Qld) Method Q103A; |
|||
| Description, identification and classification | Not applicable |
AS1726 Tables 9 and 10 (Laboratory tests only) |
|||
| Plasticity index | Casagrande; Cone |
AS 1289.3.3.1, AS 1289.3.3.2 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1, MR (Qld) Method Q105 |
|||
| Liquid limit | Cone one point |
MR (Qld) Method Q104D |
|||
| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1, MR (Qld) Method Q106 |
|||
| Apparent particle density; Particle density | Not applicable |
AS 1289.3.5.1 |
|||
| Plasticity index | Cone |
MR (Qld) Method Q105 |
|||
| Moisture content | Drying oven; Relative moisture content |
AS 1289.2.1.1, MR (Qld) Method Q250 |
|||
|
Suspended Evaluation of geotechnical and civil construction material - Soil compaction characteristics |
Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2, MR (Qld) Method Q144A |
|
| Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1 |
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| Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
|||
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, MR (Qld) Method Q142A, RMS (NSW) Method T111 |
|||
| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, MR (Qld) Method Q142B, RMS (NSW) Method T112 |
|||
|
Suspended Evaluation of geotechnical and civil construction material - Soil dispersion |
Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
|
|
Suspended Evaluation of geotechnical and civil construction material - Soil field density |
Soils | Characteristic field density values; Relative compaction | Not applicable |
MR (Qld) Method Q020, MR (Qld) Method Q140A |
|
| Field moisture content | Nuclear gauge |
AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N02 |
|||
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N03 |
|||
| Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
|||
| Density - In-situ | Sand-cone |
AS 1289.5.3.1, MR (Qld) Method Q141B |
|||
| Dry density ratio | Calculation |
AS 1289.5.4.1 |
|||
| Density index | Not applicable |
AS 1289.5.6.1 |
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| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
|
Suspended Evaluation of geotechnical and civil construction material - Soil in-situ penetration |
Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2, MR (Qld) Method Q114B |
|
|
Suspended Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties |
Soils | Bearing ratio | Remoulded specimens | AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C, RMS (NSW) Method T117 | |
|
Suspended Evaluation of geotechnical and civil construction material - Soil pre-treatment |
Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D; RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T105 |
|
|
Suspended Evaluation of geotechnical and civil construction material - Soil reactivity |
Soils | Reactivity | Shrink/swell |
AS 1289.7.1.1 |
|
|
Suspended Evaluation of geotechnical and civil construction material - Soil stabilisation |
Soils | Curing of moulded specimens | Cement |
MR (Qld) Method Q135B |
|
| Sample preparation | Cement stabilisation; Lime stabilisation; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix |
MR (Qld) Method Q135A, MR (Qld) Method Q251A, MR (Qld) Method Q251B |
|||
| Compressive strength | Uniaxial unconfined |
MR (Qld) Method Q115 |
|||
|
Suspended Sample collection |
Aggregates | Not applicable | Aggregate from a stockpile; Aggregate from a truck |
AS 1141.3.1, MR (Qld) Method Q060 |
|
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
||
| Soils | Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
||
| 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, MR (Qld) Method Q060 |
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| Not applicable | Site selection - Random sampling |
AS 1289.1.4.1, MR (Qld) Method Q050 |
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| Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.2, MR (Qld) Method Q050 |
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.
1169
Site No.
1162
Print date
17 Aug 2022