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
10 Jan 1985
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 | ||
| 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 | Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
|
| Compressive strength | Cylinder |
AS 1012.9 |
|||
| Compressive strength | Core |
AS 1012.14 |
|||
| 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 |
|||
| 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 |
|
| 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 |
|
| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, MR (Qld) Method Q142B, RMS (NSW) Method T112 |
|||
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, MR (Qld) Method Q142A, RMS (NSW) Method T111 |
|||
| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
|||
| Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
|||
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In-situ | Sand-cone |
AS 1289.5.3.1, MR (Qld) Method Q141B |
|
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Relative compaction | Not applicable |
MR (Qld) Method Q140A |
|||
| Field moisture content | Nuclear gauge |
AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N02 |
|||
| Dry density ratio | Calculation |
AS 1289.5.4.1 |
|||
| Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
|||
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N03 |
|||
| 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 |
|
| 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 |
|
| 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 |
|||
| 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 |
|
| Concrete, grout and mortar | Not applicable | Hardened concrete by coring |
AS 1012.14 |
||
| Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
|||
| Soils | Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.2, MR (Qld) Method Q050 |
||
| 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 |
|||
| Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
|||
| 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
02 Jul 2022