
National Association of Testing Authorities, Australia
Scope of Accreditation
East West Enviroag Pty Limited
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 |
|
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 and RMS (NSW) method T203 |
|||
Shape | Proportional calliper |
AS 1141.14 and RMS (NSW) method T213 |
|||
Water absorption of fine aggregate |
AS 1141.5 |
||||
Shape | Average least dimension |
AS 1141.20.1; AS 1141.20.2 and RMS (NSW) methods T235; T275 |
|||
Particle size distribution | Sieve analysis |
AS 1141.11.1 and RMS (NSW) method T201 |
|||
Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
|||
Shape | Crushed faces |
RMS (NSW) method T239 |
|||
Water absorption of coarse aggregate |
AS 1141.6.1 |
||||
Shape | Flakiness |
AS 1141 15 |
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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 and RMS (NSW) method T215 |
|||
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 and RMS (NSW) method T301 |
|
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Cylinder |
AS 1012.9 and RMS (NSW) methods T306 |
|
Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure |
AS 1012.5 |
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Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 and RMS (NSW) method T316 |
|||
Compressive strength | Cube |
RMS (NSW) method T375 |
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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 and RMS (NSW) method T304 |
|
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Fine particles in road materials | Not applicable |
RMS (NSW) method T107;TfNSW T107; and in-house method PMS-21 |
|
Moisture content | Drying oven |
AS 1289.2.1.1 and RMS (NSW) method T120 |
|||
Plastic limit | Not applicable |
AS 1289.3.2.1 and RMS (NSW) method T109;TfNSW T109;TfNSW T105; |
|||
Linear shrinkage | Not applicable |
AS 1289.3.4.1 and RMS (NSW) method T113;TfNSW T113; |
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Plasticity index | Casagrande |
AS 1289.3.3.1 and RMS (NSW) method T109;TfNSW T109;TfNSW T105; |
|||
Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
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Sieve analysis | Not applicable |
AS 1289.3.6.1 and RMS (NSW) method T106;TfNSW T106; |
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Liquid limit | Casagrande four point |
AS 1289.3.1.1 and RMS (NSW) method T108;TfNSW T108;TfNSW T105; |
|||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1 and RMS (NSW) method T112 |
|
Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 and RMS (NSW) methods T111; T130 |
|||
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 and RMS (NSW) method T162 |
|
Density - In-situ | Nuclear gauge |
AS 1289.5.8.1 and RMS (NSW) method T173 |
|||
Compaction control | Hilf |
AS 1289.5.7.1 |
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Dry density ratio | Calculation |
AS 1289.5.4.1 and RMS (NSW) method T162 |
|||
Relative compaction | Not applicable |
RMS (NSW) method T166 |
|||
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 |
|
Compressive strength | Uniaxial maximum dry |
RMS (NSW) method T114 |
|||
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1 and RMS (NSW) methods T102;TfNSW T102;TfNSW T105;; T105 |
|
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; T131 |
|
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile; Aggregate from a truck |
AS 1141.3.1, RMS (NSW) Method T100 |
|
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 and RMS (NSW) method T300 |
||
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 and RMS (NSW) method T100 |
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
16 Aug 2022