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National Association of Testing Authorities, Australia
Scope of Accreditation
ADE Consulting Group Pty Ltd
Site
Construction and Material Testing
Accreditation No.
21005
Site No.
21274
Date of Accreditation
19 Oct 2021
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 | |
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12; RMS (NSW) Method T203TfNSW TS 02799.04 | |
Particle size distribution | Fine particles in road materials | AS 1141.19 TfNSW T107; TfNSW TS 02795.03 | |||
Shape | Flakiness; Proportional calliper | AS 1141.14; AS 1141.15 RMS (NSW) Method T213 TfNSW TS 02799.12 | |||
Particle size distribution | Sieve analysis | AS 1141.11.1; RMS (NSW) Method T201TfNSW TS 02799.02 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value; Wet/dry strength variation | Not applicable | AS 1141.21, AS 1141.22, RMS (NSW) Method T205, RMS (NSW) Method T215 TfNSW TS 02799.06,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 | Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2 RMS (NSW) Method T320 TfNSW TS 02800.20 | |
Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 RMS (NSW) Method T316 TfNSW TS 02800.16 | |||
Compressive strength; Specimen preparation | Capping of compressive strength specimens; Core; Cylinder | AS 1012.9; AS 1012.14 RMS (NSW) Method T305, RMS (NSW) Method T306, RMS (NSW) Method T310 TfNSW TS 02800.06, TfNSW TS 02800.07, TfNSW TS 02800.11 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning; Specimen manufacture and curing | Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of flexural strength specimens; Wet conditioning of hardened concrete core specimens | AS 1012.8.1; AS 1012.8.2; AS 1012.14 RMS (NSW) Method T304 TfNSW TS 02800.05 | |
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 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Description, identification and classification | Not applicable | AS 1726 Tables 9 and 10 | Laboratory Tests Only |
Sieve analysis | Not applicable | AS 1289.3.6.1 TfNSW T106; TfNSW TS 02795.02 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1 TfNSW T113; TfNSW TS 02795.08 | |||
Plastic limit | Not applicable | 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 | |||
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 | |||
Plasticity index | Casagrande | AS 1289.3.3.1 TfNSW T109 TfNSW TS 02795.05 | |||
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; Maximum dry density; Minimum and maximum dry density | Modified compactive effort; Standard compactive effort; Three compaction point | AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.5.1 RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T162, RMS (NSW) Method T164 TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02795.24,TfNSW TS 02795.26 | |||
Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class | AS1289.3.8.1 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | 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 | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
Moisture ratio | Measured | AS 1289.5.4.1 | |||
Dry density ratio | Calculation | AS 1289.5.4.1 | |||
Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |||
Density - In-situ | Sand pouring apparatus; Sand-cone | AS 1289 5.3.1 RMS (NSW) Method T119TfNSW TS 02795.13 | |||
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; Perth sand penetrometer | AS 1289.6.3.2 AS 1289.6.3.3 RMS (NSW) Method T161 TfNSW TS 02795.23 | |
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 RMS (NSW) Method T167 TfNSW TS 02795.11,TfNSW TS 02796.03,TfNSW TS 02795.29 | |
Compressive strength | Uniaxial maximum dry | RMS (NSW) Method T114 TfNSW TS 02795.09 | |||
Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH | AS 1289.4.3.1 | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment | TfNSW T102 TfNSW TS 02794.02 | |
Soil pre-treatment | Accelerated weathering pre-treatment | TfNSW T103 TfNSW TS 02794.03 | |||
Soil pre-treatment | Not applicable | AS 1289.1.1 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 | AS 5101.4 RMS (NSW) Method T116, RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 | |
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow | AS 1141.3.1 | |
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 | 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 | ||
Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.4.1; AS 1289.1.4.2 |
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.
21005
Site No.
21274
Print date
31 Aug 2024