National Association of Testing Authorities, Australia
Scope of Accreditation
009 878 899 Pty Ltd
Site
Gold Coast Laboratory
Accreditation No.
1169
Site No.
1893
Date of Accreditation
01 Jun 2017
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn 07 Mar 2023
ISO/IEC 17025 (2005)
Infrastructure and Asset Integrity
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| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Aggregate binder adhesion | Aggregates | Degree of precoating | Not applicable |
MR (Qld) Method Q216 |
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| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis |
AS 1141.32; MR (Qld) Method Q217 |
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| Organic impurities | Colour test |
AS 1141.34 |
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| Clay and fine silt | Settling |
AS 1141.33 |
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| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis |
AS 1141.11.1; RMS (NSW) Method T201 |
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| Ten percent fines value | Wet |
MR (Qld) Method Q205B |
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| Shape | Average least dimension |
AS 1141.20.3; MR (Qld) Method Q202 |
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| Shape | Crushed faces |
MR (Qld) Method Q215 |
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| Aggregate crushing value | Not applicable |
AS 1141.21 |
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| Particle density of fine aggregate | Weighing-in-water |
AS 1141.5; MR (Qld) Methods Q214A |
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| Abrasion resistance | Los Angeles machine value |
AS 1141.23 |
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| Soundness | Degradation factor on coarse aggregate |
AS 1141.25.2; MR (Qld) Method Q208B |
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| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
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| Soundness | Degradation factor on source rock |
AS 1141.25.1; MR (Qld) Method Q208A |
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| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1; MR (Qld) Method Q214B |
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| Shape | Proportional calliper |
AS 1141.14 |
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| Shape | Flakiness |
AS 1141.15; MR (Qld) Method Q201 |
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| Ten percent fines value | Dry |
MR (Qld) Method Q205A |
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| Bulk density | Compacted; Uncompacted |
AS 1141.4 |
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| Water absorption of coarse aggregate | Not applicable |
AS 1141.6.1; MR (Qld) Method Q214B |
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| Wet/dry strength variation | Not applicable |
AS 1141.22; MR (Qld) Method Q205C; RMS (NSW) Method T215 |
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| Water absorption of fine aggregate | Not applicable |
AS 1141.5; MR (Qld) Method Q214A |
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| Particle size distribution | Fine particles in road materials | AS 1141 19 | |||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Cone one point |
MR (Qld) Method Q104D |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1; MR (Qld) Method Q106; RMS (NSW) Method T113 |
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| Liquid limit | Cone four point |
AS 1289.3.9.1; MR (Qld) Method Q104A |
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| Plasticity index | Casagrande |
AS 1289.3.3.1; RMS (NSW) Method T109 |
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| Moisture content | Microwave oven; Sand bath |
AS 1289.2.1.4; MR (Qld) Method Q102B |
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| Sieve analysis | Not applicable |
AS 1289.3.6.1; MR (Qld) Method Q103A; MR (Qld) Method Q103B; RMS (NSW) Method T106 |
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| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
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| Liquid limit | Casagrande four point |
AS 1289.3.1.1; RMS (NSW) Method T108 |
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| Moisture content | Correlation |
MR (Qld) Method Q010 |
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| Fine particles in road materials | Not applicable |
RMS (NSW) Method T107 |
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| Plastic limit | Not applicable |
AS 1289.3.2.1; MR (Qld) Method Q105; RMS (NSW) Method T109 |
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| Plasticity index | Cone |
AS 1289.3.3.2; MR (Qld) Method Q105 |
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| Moisture content | Infrared light |
AS 1289.2.1.5 |
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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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| Evaluation of geotechnical and civil construction material - Soil engineering properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1; Method Q113A; MR (Qld) Method Q113B; MR (Qld) Method Q113C; RMS (NSW) Method T117 |
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| Dispersion | Emerson class |
AS 1289.3.8.1 |
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| Reactivity | Shrink/swell |
AS 1289.7.1.1 |
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| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density index | Not applicable |
AS 1289.5.6.1 |
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| Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH |
AS 1289.4.3.1 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
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| 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 - Concrete, grout and mortar consistence in-situ | Concrete, grout and mortar | Slump flow | Cone |
AS 1012.3.1 |
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| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | 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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| Compressive strength | Core |
AS 1012.14 |
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| 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 |
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| Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
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| Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable | AS 4133.4.1 | |
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven |
AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 |
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| 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 |
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| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, MR (Qld) Method Q142B, RMS (NSW) Method T112 TfNSW TS 02795.07 |
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| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, MR (Qld) Method Q142A, RMS (NSW) Method T111 TfNSW TS 02795.06 |
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| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
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| Dry density/moisture content relationship | Rapid | MR (Qld) Method Q142C | |||
| Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
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| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Compaction control | Hilf |
AS 1289.5.7.1 |
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| Field moisture content | Nuclear gauge |
AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N02 |
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| Density - In-situ | Sand-cone |
AS 1289.5.3.1, MR (Qld) Method Q141B |
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| Dry density ratio | Calculation |
AS 1289.5.4.1 |
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| Relative compaction | Not applicable |
MR (Qld) Method Q140A |
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| Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
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| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N03 |
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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, MR (Qld) Method Q114B |
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| 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 TfNSW TS 02794.02,TfNSW TS 02795.01 |
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| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Curing of moulded specimens | Not applicable | MR (Qld) Method Q135B | |
| Compressive strength | Uniaxial unconfined |
MR (Qld) Method Q115 |
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| Sample preparation | Cement stabilisation; Lime stabilisation | MR (Qld) Method Q135A | |||
| Sample preparation | UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q251A, MR (Qld) Method Q251B | |||
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile |
AS 1141.3.1, MR (Qld) Method Q060 |
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| Concrete, grout and mortar | Not applicable | Hardened concrete by coring |
AS 1012.14 |
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| Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
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| Soils | Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.2, MR (Qld) Method Q050 |
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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, MR (Qld) Method Q060, RMS (NSW) Method T100 TfNSW TS 02794.01 |
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| Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
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| Not applicable | Site selection - Random sampling |
AS 1289.1.4.1, 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.
1893
Print date
28 Nov 2023
