National Association of Testing Authorities, Australia
Scope of Accreditation
Total Testing
Site
Total Testing
Accreditation No.
15394
Site No.
16107
Date of Accreditation
25 May 2006
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
|
| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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| 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 one point |
AS 1289.3.1.2 |
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| Sieve analysis | Not applicable |
AS 1289.3.6.1; MR (Qld) Methods Q103A; RMS (NSW) Method T106;TfNSW T106; |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1; MR (Qld) Method Q105; RMS (NSW) Method T109;TfNSW T109;TfNSW T105; |
|||
| Liquid limit | Cone one point |
AS 1289.3.9.2, MR (Qld) Method Q104D |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1, RMS (NSW) Method T120 |
|||
| Fine particles in road materials | Not applicable |
RMS (NSW) Method T107;TfNSW T107; |
|||
| Plasticity index | Casagrande |
AS 1289.3.3.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105; |
|||
| Liquid limit | Casagrande four point |
AS 1289.3.1.1; RMS (NSW) Method T108;TfNSW T108;TfNSW T105; |
|||
| Plasticity index | Cone |
AS 1289.3.3.2; MR (Qld) Method Q105 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1; MR (Qld) Method Q106; RMS (NSW) Method T113;TfNSW T113; |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1 |
|
| 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 | Three compaction point |
RMS (NSW) Method T162 |
|||
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1; MR (Qld) Method Q142A; RMS (NSW) Method T111 |
|||
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2; MR (Qld) Method Q144A |
|||
| 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 | Relative compaction | Not applicable |
MR (Qld) Method Q140A; RMS (NSW) Method T166 |
|
| Density - In-situ | Sand-cone |
AS 1289.5.3.1; MR (Qld) Method Q141B |
|||
| Characteristic field density values | Not applicable |
MR (Qld) Method Q020 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1; MR (Qld) Method Q141A; RMS (NSW) Method T173 |
|||
| Density index | Not applicable |
AS 1289.5.6.1 |
|||
| Dry density ratio | Calculation |
AS 1289.5.4.1 |
|||
| 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 laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1; MR (Qld) Methods Q113A, Q113B, Q113C; RMS (NSW) Method T117 |
|
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1; MR (Qld) Methods Q101, Q101A, Q101B, Q101C, Q101D; RMS (NSW) Method T105;TfNSW T105; |
|
| Soil pre-treatment | Repeated compaction pre-treatment |
RMS (NSW) Method T102;TfNSW T102;TfNSW T105; |
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| Sample collection | Aggregates | Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
|
| Not applicable | Aggregate from a stockpile |
AS 1141.3.1; MR (Qld) Method Q060 |
|||
| Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile |
AS 1289.1.2.1; MR (Qld) Method Q060 |
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.
15394
Site No.
16107
Print date
21 Sep 2021