National Association of Testing Authorities, Australia
Scope of Accreditation
Resource Laboratories Pty Ltd
Site
Resource Laboratories Pty Ltd
Accreditation No.
17062
Site No.
18624
Date of Accreditation
29 Nov 2009
Address
Unit 12, 1 Boden Road
Seven Hills, NSW 2147
Australia
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 | Light particles contaminants | Segregation by density |
AS 1141.31 |
|
| Weak particles contaminants | Sieve analysis |
AS 1141.32, RMS (NSW) Method T202 TfNSW TS 02799.03 |
|||
| Foreign material in recycled aggregate | Manual classification |
RMS (NSW) Method T276, Resource Lab in-house method 1, Resource Lab in-house method 2 TfNSW TS 02799.51 |
|||
| Sugar | Fehlings solution |
AS 1141.35, RMS (NSW) Method T269 TfNSW TS 02799.44 |
|||
| Clay and fine silt | Settling |
AS 1141.33, RMS (NSW) Method T268 TfNSW TS 02799.43 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Proportional calliper |
AS 1141.14, RMS (NSW) Method T213 TfNSW TS 02799.12 |
|
| Particle size distribution | Sieve analysis |
AS 1141.11.1, RMS (NSW) Method T201 TfNSW TS 02799.02 |
|||
| Shape | Crushed faces |
RMS (NSW) Method T239 TfNSW TS 02799.36 |
|||
| Moisture content | Drying oven |
RMS (NSW) Method T262 TfNSW TS 02799.39 |
|||
| Particle size distribution | Fine particles in road materials |
AS 1141.19, RMS (NSW) Method T107;TfNSW T107; TfNSW TS 02795.03 |
|||
| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12, RMS (NSW) Method T203 TfNSW TS 02799.04 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22, RMS (NSW) Method T215 TfNSW TS 02799.13 |
|
| Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable |
AS 4133.4.1, RMS (NSW) Method T223 TfNSW TS 02799.21 |
|
| Moisture content | Drying oven |
AS 4133.1.1.1 |
|||
| Evaluation of geotechnical and civil construction material - Rock strength and deformation | Rocks | Compressive strength | Uniaxial load rate controlled |
AS 4133.4.2.1, RMS (NSW) Method T229 TfNSW TS 02799.26 |
|
| Compressive strength | Uniaxial strain rate controlled | AS 4133.4.2.2 | |||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable |
AS 1289.3.6.1, RMS (NSW) Method T106;TfNSW T106; TfNSW TS 02795.02 |
|
| Plastic limit | Not applicable |
AS 1289.3.2.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.05 |
|||
| Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2, RMS (NSW) Method T108;TfNSW T108;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.04 |
|||
| Plasticity index | Casagrande |
AS 1289.3.3.1, RMS (NSW) Method T109;TfNSW T109;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.05 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 |
|||
| Particle density | Not applicable |
AS 1289.3.5.1, RMS (NSW) Method T127, RMS (NSW) Method T128 TfNSW TS 02795.19,TfNSW TS 02795.20 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1, RMS (NSW) Method T113;TfNSW T113; TfNSW TS 02795.08 |
|||
| Fine particles in road materials | Not applicable |
RMS (NSW) Method T107;TfNSW T107; TfNSW TS 02795.03 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | 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 |
|
| Dry density/moisture content relationship | Three compaction point |
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 |
|||
| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, RMS (NSW) Method T112 TfNSW TS 02795.07 |
|||
| 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 |
|
| Moisture ratio | Measured |
AS 1289.5.4.1 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Relative compaction | Not applicable |
RMS (NSW) Method T166 TfNSW TS 02795.28 |
|||
| Density - In-situ | Sand-cone |
AS 1289.5.3.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer |
AS 1289.3.6.3, RMS (NSW) Method T190 TfNSW TS 02795.48 |
|
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 TfNSW TS 02795.09 |
|
| 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 |
|||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment |
RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T103;TfNSW T103;TfNSW T105; TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01 |
|
| Soil pre-treatment | Not applicable |
AS1289.1.1, RMS (NSW) Method T105;TfNSW T105; 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 |
|
| Cohesion of compacted material | Uniaxial unconfined |
AS 1141.52 |
|||
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow |
AS 1141.3.1 |
|
| 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 |
AS 1289.1.2.1, RMS (NSW) Method 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.
17062
Site No.
18624
Print date
26 Apr 2024
