National Association of Testing Authorities, Australia
Scope of Accreditation
Geotechnical Services (NSW) Pty Ltd
Site
Tamworth Laboratory
Accreditation No.
12360
Site No.
12353
Date of Accreditation
13 Nov 1996
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| 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 - Aggregate contaminants | Aggregates | Foreign material in recycled aggregate | Manual classification |
RMS (NSW) Method T276 TfNSW TS 02799.51 |
|
| Organic impurities | Colour test |
AS 1141.34 |
excluding sugar |
||
| Weak particles contaminants | Sieve analysis |
AS 1141.32 |
|||
| Clay and fine silt | Settling |
AS1141.33 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
|
| Bulk density | Compacted; Uncompacted |
AS 1141.4 |
|||
| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12, RMS (NSW) Method T203 TfNSW TS 02799.04 |
|||
| Shape | Proportional calliper |
AS 1141.14, RMS (NSW) Method T213 TfNSW TS 02799.12 |
|||
| Water absorption of fine aggregate |
AS 1141.5 |
||||
| Shape | Average least dimension |
AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235, RMS (NSW) Method T275 TfNSW TS 02799.32,TfNSW TS 02799.50 |
|||
| Particle size distribution | Sieve analysis |
AS 1141.11.1, RMS (NSW) Method T201 TfNSW TS 02799.02 |
|||
| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
|||
| Shape | Crushed faces |
RMS (NSW) Method T239 TfNSW TS 02799.36 |
|||
| Water absorption of coarse aggregate |
AS 1141.6.1 |
||||
| Shape | Flakiness |
AS 1141.15 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value | Not applicable |
AS 1141.21 |
|
| Wet/dry strength variation | Not applicable |
AS 1141.22, RMS (NSW) Method T215 TfNSW TS 02799.13 |
|||
| 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, RMS (NSW) Method T301 TfNSW TS 02800.02 |
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Cylinder |
AS 1012.9, RMS (NSW) Method T306 TfNSW TS 02800.07 |
|
| Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure |
AS 1012.5 |
|||
| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1, RMS (NSW) Method T316 TfNSW TS 02800.16 |
|||
| Compressive strength | Cube |
RMS (NSW) Method T375 TfNSW TS 02800.49 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1 RMS (NSW) Method T304 TfNSW TS 02800.05 |
|
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Fine particles in road materials | Not applicable |
TfNSW T107, in-house method PMS-21 TfNSW TS 02795.03 |
|
| Moisture content | Drying oven |
AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1, TfNSW T109, TfNSW T105 TfNSW TS 02795.01,TfNSW TS 02795.05 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1, TfNSW T113 TfNSW TS 02795.08 |
|||
| Plasticity index | Casagrande |
AS 1289.3.3.1, TfNSW T109, TfNSW T105 TfNSW TS 02795.01,TfNSW TS 02795.05 |
|||
| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1, TfNSW T106 TfNSW TS 02795.02 |
|||
| Liquid limit | Casagrande four point |
AS 1289.3.1.1, TfNSW T108, TfNSW T105 TfNSW TS 02795.01,TfNSW TS 02795.04 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, RMS (NSW) Method T112 TfNSW TS 02795.07 |
|
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130 TfNSW TS 02795.06,TfNSW TS 02796.01 |
|||
| Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1 |
|||
| 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 dispersion | Soils | Dispersion | Emerson class | AS 1289.3.8.1 | |
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Moisture ratio | Measured |
AS 1289.5.4.1, RMS (NSW) Method T162 TfNSW TS 02795.24 |
|
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1, RMS (NSW) Method T173 TfNSW TS 02795.36 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Dry density ratio | Calculation |
AS 1289.5.4.1, RMS (NSW) Method T162 TfNSW TS 02795.24 |
|||
| Relative compaction | Not applicable |
RMS (NSW) Method T166 TfNSW TS 02795.28 |
|||
| Density index | Not applicable |
AS 1289.5.6.1 |
|||
| 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 penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 |
|
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1, RMS (NSW) Method T117, RMS (NSW) Method T132 TfNSW TS 02795.11,TfNSW TS 02796.03 |
|
| Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 TfNSW TS 02795.09 |
|||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1, TfNSW T102, 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 stabilisation | Soils | Compressive strength | Uniaxial unconfined |
RMS (NSW) Method T116, RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 |
|
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile; Aggregate from a truck |
AS 1141.3.1, TfNSW T100 TfNSW TS 02794.01 |
|
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1, RMS (NSW) Method T300 TfNSW TS 02800.01 |
||
| Soils | Not applicable | Undisturbed soil sampling by open-drive sampler |
AS 1289.1.3.1 |
||
| Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in-situ |
AS 1289.1.2.1, TfNSW T100 TfNSW TS 02794.01 |
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.
12360
Site No.
12353
Print date
09 Dec 2023
