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National Association of Testing Authorities, Australia
Scope of Accreditation
Douglas Partners Pty Ltd
Site
Goulburn Laboratory
Accreditation No.
828
Site No.
21921
Date of Accreditation
30 Jun 2014
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 | Clay and fine silt; Weak particles contaminants | Settling; Sieve analysis | AS 1141.32, AS 1141.33, TfNSW TS 02799.43 | |
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 | |
Particle size distribution | Fine particles in road materials | AS 1141.19 | |||
Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate | Weighing-in-water | AS 1141.5, AS 1141.6.1, TfNSW TS 02799.07, TfNSW TS 02799.08, TfNSW TS 02799.09 | |||
Bulk density | Compacted; Uncompacted | AS 1141.4, TfNSW TS 02799.10, TfNSW TS 02799.11 | |||
Shape | Average least dimension; Flakiness; Proportional calliper; Ratio greatest to least dimension | AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2, TfNSW TS 02799.12, TfNSW TS 02799.32, TfNSW TS 02799.50 | |||
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, 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 | AS1012.3.1, 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 | Core; Cube; Cylinder | AS 1012.9, AS 1012.14, RMS (NSW) Method T306, RMS (NSW) Method T375 TfNSW TS 02800.07,TfNSW TS 02800.49 | |
Mass per unit volume - Hardened concrete | Dimensions; Water displacement | AS 1012.12.1, AS 1012.12.2, RMS (NSW) Method T316, RMS (NSW) Method T317 TfNSW TS 02800.16,TfNSW TS 02800.17 | |||
Specimen preparation | Capping of compressive strength specimens | RMS (NSW) Method T305 TfNSW TS 02800.06 | |||
Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2, RMS (NSW) Method T320 TfNSW TS 02800.20 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning | Wet conditioning of hardened concrete core specimens | AS 1012.14 | |
Specimen manufacture and curing | Curing cylinder specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens | AS 1012.8.1, RMS (NSW) Method T375 TfNSW TS 02800.49 | |||
Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring | RMS (NSW) Method T160, TfNSW T199; TfNSW TS 02795.22,TfNSW TS 02795.55 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable | AS 1289.3.6.1, TfNSW T106; RMS(NSW) Method T106 TfNSW TS 02795.02 | |
Liquid limit | Casagrande one point | AS 1289.3.1.2 | |||
Liquid limit | Casagrande four point | AS 1289.3.1.1, TfNSW T108 TfNSW TS 02795.04 | |||
Plastic limit | Not applicable | AS 1289.3.2.1, TfNSW T109 TfNSW TS 02795.05 | |||
Plasticity index | Casagrande | AS 1289.3.3.1, TfNSW T109 TfNSW TS 02795.05 | |||
Moisture content | Drying oven | AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1, TfNSW T113; TfNSW TS 02795.08 | |||
Fine particles in road materials | Not applicable | TfNSW T107; RMS(NSW) Method T107 TfNSW TS 02795.03 | |||
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 | |
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |||
Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 TfNSW TS 02795.24 | |||
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 | |||
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 | Density - In-situ | Sand pouring apparatus | RMS (NSW) Method T119 TfNSW TS 02795.13 | |
Compaction control | Hilf | AS 1289.5.7.1 | |||
Moisture ratio | Measured | AS 1289.5.4.1 | |||
Relative compaction | RMS (NSW) Method T166 TfNSW TS 02795.28 | ||||
Dry density ratio | Calculation | AS 1289.5.4.1 | |||
Density - In-situ | Nuclear gauge | AS 1289.5.8.1, RMS (NSW) Method T173 TfNSW TS 02795.36 | |||
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 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment | TfNSW T102; TfNSW T103 TfNSW TS 02794.02,TfNSW TS 02794.03 | |
Soil pre-treatment | Not applicable | AS 1289.1.1, TfNSW T105; TfNSW TS 02795.01 | |||
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 bin; Aggregate from a stockpile; Aggregate from a truck | AS 1141.3.1, RMS (NSW) Method T100 TfNSW TS 02794.01 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 | ||
Soils | Not applicable | 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 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Annex facility | 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 | Monaro Highway Upgrade Annex Facility, site no. 26642, is established from 18 March 2024 until 30 November 2025 for Monaro Highway Upgrade - Lanyon Drive Interchange and Associated Works for Package 1B Services - Hume, ACT project for Woden Contractors Pty Ltd, Contract number P208281.19 |
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.
21921
Print date
31 Aug 2024