National Association of Testing Authorities, Australia
Scope of Accreditation
Soil Test Services Pty Ltd
Site
Macquarie Park Laboratory
Accreditation No.
1327
Site No.
1320
Date of Accreditation
14 Jul 1978
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 |
AS 1141.11.1 RMS (NSW) Method T201 TfNSW TS 02799.02 |
|
| Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Bitumen content and aggregate grading | Reflux |
AS/NZS 2891.3.1 RMS (NSW) Method T607, RMS (NSW) Method T608 TfNSW TS 02806.08,TfNSW TS 02806.09 |
|
| Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Field density | Nuclear gauge backscatter mode |
AS/NZS 2891.14.1.2 |
|
| Density ratio and air voids | Not applicable |
Australian Airports Association Method MT002 |
|||
| Evaluation of geotechnical and civil construction material - Asphalt mechanical properties | Asphalts | Marshall stability and flow | Not applicable |
AS/NZS 2891.5 RMS (NSW) Method T601, RMS (NSW) Method T602, RMS (NSW) Method T604 Australian Airports Association Method MT001 TfNSW TS 02806.02,TfNSW TS 02806.03,TfNSW TS 02806.05 |
|
| Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen conditioning | Handling and conditioning |
AS/NZS 2891.2.1 |
|
| Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Maximum density | Methylated spirits displacement |
AS/NZS 2891.7.3 RMS (NSW) Method T605 TfNSW TS 02806.06 |
|
| Voids and density relationship | Not applicable |
AS/NZS 2891.8 RMS (NSW) Method T606 TfNSW TS 02806.07 |
|||
| Bulk density | Presaturation; Waxing |
AS/NZS 2891.9.1, AS/NZS 2891.9.2 |
|||
| Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable |
RMS (Method) T223 |
|
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Particle density | Not applicable |
AS 1289.3.5.1 (2006) |
|
| Liquid limit | Casagrande four point; Cone four point |
AS 1289.3.1.1, AS 1289.3.1.2, TfNSW Method T108 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1 RMS (NSW) Method T120 TfNSW TS 02795.14 |
|||
| Plasticity index | Casagrande; Cone |
AS 1289.3.3.1 TfNSW Method T109 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1 TfNSW Method T109 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1 TfNSW Method T113 |
|||
| Fine particles in road materials; Sieve analysis | Not applicable |
AS 1289.3.6.1 TfNSW Method T106, TfNSW Method T107 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort; Three compaction point |
AS 1289.5.1.1, AS 1289.5.2.1 RMS (NSW) Method T111, RMS (NSW) Method T112 TfNSW TS 02795.06,TfNSW TS 02795.07 |
|
| Dry density/moisture content relationship | Not applicable |
RMS (NSW) Method T162 TfNSW TS 02795.24 |
|||
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 |
|||
| Evaluation of geotechnical and civil construction material - Soil consolidation | Soils | Consolidation | One-dimensional |
AS 1289.6.6.1 |
|
| Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
|
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Dry density ratio | Calculation |
AS 1289.5.4.1 |
|
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Moisture ratio | Measured |
AS 1289.5.4.1 |
|||
| Density - In-situ | Nuclear gauge; Sand-cone |
AS 1289.5.3.1, AS 1289.5.8.1 RMS (NSW) Method T119, RMS (NSW) Method T173 TfNSW TS 02795.13,TfNSW TS 02795.36 |
|||
| Relative compaction | Not applicable |
RMS (NSW) Method T166 TfNSW TS 02795.28 |
|||
| Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer |
AS 1289.3.6.3 |
|
| Evaluation of geotechnical and civil construction material - Soil in-situ strength | Soils | Bearing ratio | In-situ measurement |
, RMS (NSW) Method T118 TfNSW TS 02795.12 |
|
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens; Undisturbed samples |
AS 1289.6.1.1, AS 1289.6.1.2 RMS (NSW) Method T117 TfNSW TS 02795.11 |
|
| Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Constant head for a remoulded specimen |
BS 1377-6 |
|
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1 TfNSW Method T102, TfNSW T105;TfNSW T105; TfNSW TS 02794.02,TfNSW TS 02795.01 |
|
| Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell |
AS 1289.7.1.1 |
|
| Evaluation of geotechnical and civil construction material - Soil shear strength | Soils | Shear strength | Direct shear force |
AS 1289.6.2.2 |
|
| Evaluation of geotechnical and civil construction material - Soil triaxial strength | Soils | Triaxial strength | Triaxial undrained with pore water pressure measured |
AS 1289 6.4.2 |
|
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile; Aggregate from a truck |
AS 1141.3.1, RMS (NSW) Method T100 TfNSW TS 02794.01 |
|
| Asphalts | Not applicable | Extraction of a compacted asphalt slab; Uncompacted asphalt |
AS/NZS 2891.1.1, AS 2891.1.2 |
||
| Soils | 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, RMS (NSW) Method T100 TfNSW TS 02794.01 |
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Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
Accreditation No.
1327
Site No.
1320
Print date
18 Apr 2024
