
National Association of Testing Authorities, Australia
Scope of Accreditation
A C Testing Services
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
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Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis |
AS1141.32; RMS (NSW) Method T202 |
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Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density | Compacted; Uncompacted | AS 1141.4, RMS (NSW) Method T211, RMS (NSW) Method T212 | |
Particle size distribution | Sieve analysis |
AS 1141.11.1; RMS (NSW) Method T201 |
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Shape | Proportional calliper |
AS 1141.14; RMS (NSW) Method T213 |
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Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12; RMS (NSW) Method T203 |
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Shape | Crushed faces |
RMS (NSW) Method T239 |
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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 | |||
Particle size distribution | Fine particles in road materials |
AS 1141.19 |
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Shape | Average least dimension |
AS 1141.20.1; AS 1141.20.2; RMS (NSW) Method T235; RMS (NSW) Method T275 |
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Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22; RMS (NSW) Method T215 |
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Aggregate crushing value | Not applicable |
AS 1141.21, RMS (NSW) Method T205 |
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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 |
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Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Mass per unit volume - Hardened concrete | Dimensions |
AS1012.12.1; RMS (NSW) Method T316 |
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Specimen preparation | Capping of compressive strength specimens |
RMS (NSW) Method T305 |
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Compressive strength | Cube; Cylinder |
AS 1012.9, RMS (NSW) Method T306; 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 | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of grout and mortar cubes |
AS 1012.8.1; RMS (NSW) Method T375 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plastic limit | Not applicable |
AS 1289.3.2.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105; |
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Moisture content | Drying oven |
AS 1289.2.1.1; RMS (NSW) Method T120 |
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Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
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Linear shrinkage | Not applicable |
AS 1289 3.4.1; RMS (NSW) Method T113;TfNSW T113; |
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Liquid limit | Casagrande four point |
AS 1289.3.1.1; RMS (NSW) Method T108;TfNSW T108;TfNSW T105; |
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Plasticity index | Casagrande |
AS 1289.3.3.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105; |
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Fine particles in road materials | Not applicable |
RMS (NSW) Method T107;TfNSW T107; |
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Sieve analysis | Not applicable |
AS 1289 3.6.1; RMS (NSW) Method T106;TfNSW T106; |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort |
AS 1289.5.1.1, AS 1289.5.2.1, RMS (NSW) Method T111, RMS (NSW) Method T112 |
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Dry density/moisture content relationship | Three compaction point | RMS (NSW) Method T162 | |||
Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In-situ | Sand-cone |
AS 1289.5.3.1 |
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Compaction control | Hilf | AS1289.5.7.1 | |||
Relative compaction | Not applicable |
RMS (NSW) Method T166 |
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Moisture ratio | Measured |
AS 1289.5.4.1 |
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Density - In-situ | Nuclear gauge | AS 1289.5.8.1, RMS (NSW) Method T173 | |||
Dry density ratio | Calculation |
AS 1289.5.4.1 |
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Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.6.3.2, RMS (NSW) Method T161 |
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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 |
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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; |
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Soil pre-treatment | Not applicable |
AS 1289.1.1, RMS (NSW) Method T105;TfNSW T105; |
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Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell |
AS 1289.7.1.1 |
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Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow |
AS 1141.3.1; RMS (NSW) Method T100 |
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Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete; Fresh grout |
AS 1012.1; RMS (NSW) Method T300; RMS (NSW) Method T375 |
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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 |
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.
19604
Site No.
22675
Print date
27 Jun 2022