National Association of Testing Authorities, Australia
Scope of Accreditation
Total Testing
Site
Total Testing
Accreditation No.
15394
Site No.
16107
Date of Accreditation
01 Jun 2017
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn 01 Mar 2024
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
|
|
|||||
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Foreign material in recycled aggregate | Manual classification |
MR (Qld) Method Q477; RMS (NSW) Method T276 |
|
| Weak particles contaminants | Sieve analysis |
AS 1141.32; MR (Qld) Method Q217 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
|
| Shape | Flakiness |
AS 1141.15; MR (Qld) Method Q201 |
|||
| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Cone four point; Cone one point |
AS 1289.3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D |
|
| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1, MR (Qld) Method Q103A, TfNSW TS 02795.02 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1, MR (Qld) Method Q105, TfNSW TS 02795.05 |
|||
| Liquid limit | Cone one point |
AS 1289.3.9.2, MR (Qld) Method Q104D |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1, TfNSW TS 02795.14 |
|||
| Fine particles in road materials | Not applicable |
TfNSW TS 02795.03 |
|||
| Plasticity index | Casagrande |
AS 1289.3.3.1, TfNSW TS 02795.05 |
|||
| Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2, TfNSW TS 02795.04 |
|||
| 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, TfNSW TS 02795.08 |
|||
| 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, TfNSW TS 02795.07 |
|||
| Dry density/moisture content relationship | Three compaction point |
TfNSW TS 02795.24 |
|||
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, MR (Qld) Method Q142A, TfNSW TS 02795.06 |
|||
| 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, TfNSW TS 02795.28 |
|
| Density - In-situ | Sand-cone |
AS 1289.5.3.1; MR (Qld) Method Q141B |
|||
| Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
|||
| 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, TfNSW TS 02795.36 |
|||
| 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) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C, TfNSW TS 02795.11 |
|
| 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, TfNSW TS 02795.01 |
|
| Soil pre-treatment | Repeated compaction pre-treatment |
TfNSW TS 02794.02, TfNSW TS 02795.01 |
|||
| 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 | Site selection - Random sampling; Site selection - Random stratified sampling | MR (Qld) Method Q050 | ||
| 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
25 Apr 2024
