National Association of Testing Authorities, Australia
Scope of Accreditation
Douglas Partners Pty Ltd
Site
Melbourne Laboratory
Accreditation No.
828
Site No.
510
Date of Accreditation
29 Mar 1965
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 | |||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis |
AS 1141.11.1 |
|
| Sample preparation | Untreated bulk samples |
RC (Vic) Method 301.01 |
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| Shape | Flakiness |
AS 1141.15 |
|||
| Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Moisture content | Drying oven |
AS 4133.1.1.1 |
|
| Point load strength index | Not applicable |
AS 4133.4.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plasticity index | Casagrande |
AS 1289.3.3.1 |
|
| Plastic limit | Not applicable |
AS 1289.3.2.1 |
|||
| Description, identification and classification | Not applicable |
AS 1726 Tables 9 and 10 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1 |
|||
| Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2 |
|||
| Particle density | Not applicable |
AS 1289.3.5.1 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1 |
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| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | 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; Standard compactive effort |
AS 1289.5.1.1, AS 1289.5.2.1 |
|||
| 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; Pinhole |
AS 1289.3.8.1, AS 1289.3.8.3 |
|
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Moisture ratio assessment of dry back | Not applicable |
RC (Vic) Method 316.14 |
|
| Dry density ratio; Moisture ratio | Calculation; Measured |
AS 1289.5.4.1 |
|||
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Field moisture content | Nuclear gauge |
AS 1289.5.8.1 |
|||
| Characteristic field density values |
RC (Vic) Method 316.00 |
||||
| 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 |
|
| Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Constant head for a remoulded specimen; Falling head for a remoulded specimen; Flexible wall permeameter |
AS 1289.6.7.1, AS 1289.6.7.2, AS 1289.6.7.3 |
|
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment |
AS 1289.1.1 RC (Vic) Method 301.05 |
|
| 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 stabilisation | Soils | Sample preparation | Cement stabilisation; Lime stabilisation |
RC (Vic) Method 301.03, RC (Vic) Method 301.06 |
|
| Evaluation of geotechnical and civil construction material - Soil thermal properties | Soils | Thermal conductivity | In-situ measurement; Laboratory measurement | ASTM D5334 | |
| Evaluation of geotechnical and civil construction material - Soil triaxial strength | Soils | Triaxial strength | Triaxial consolidate drained |
BS EN ISO 17892-9 |
|
| Triaxial strength | Triaxial undrained with pore water pressure measured; Triaxial undrained without pore water pressure measurement |
AS 1289.6.4.1, AS 1289.6.4.2 |
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| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile |
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 in-situ |
AS 1289.1.2.1 |
||
| Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling |
AS 1289.1.4.1 RC (Vic) Method 316.10 |
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.
828
Site No.
510
Print date
26 Jun 2022