
National Association of Testing Authorities, Australia
Scope of Accreditation
Australian Soil and Concrete Testing Pty Ltd
Site
ASCT Tumut
Accreditation No.
20569
Site No.
24657
Date of Accreditation
14 Nov 2019
Contact
Availability
Services available to external clients
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 |
AS 1141.32 |
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Foreign material in recycled aggregate | Manual classification |
RMS (NSW) Method T276 |
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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 density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate | Not applicable; Weighing-in-water |
AS 1141.5, AS 1141.6.1, RMS (NSW) Method T209, RMS (NSW) Method T210 |
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Shape | Ratio greatest to least dimension | RMS (NSW) Method T278 | |||
Shape | Average least dimension |
AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235, RMS (NSW) Method T275 |
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Shape | Crushed faces |
RMS (NSW) Method T239 |
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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 | Flakiness |
AS 1141.15 |
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Shape | Proportional calliper |
AS 1141.14, RMS (NSW) Method T213 |
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Particle size distribution | Fine particles in road materials; Sieve analysis |
AS 1141.11.1, AS 1141.19, RMS (NSW) Method T201 |
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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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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 |
|
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compacted density - In-situ | Relative compaction of concrete pavements | RMS (NSW) Method T381 | |
Specimen preparation | Dressing of voids |
RMS (NSW) Method T368 |
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Specimen preparation | Capping of compressive strength specimens |
RMS (NSW) Method T305 |
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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 |
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Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure |
AS 1012.5, RMS (NSW) Method T303 |
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Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2, RMS (NSW) Method T320 | |||
Compressive strength | Core; Cube; Cylinder |
AS 1012.9, AS 1012.14, RMS (NSW) Method T306 |
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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 | In-situ manufacture and curing of flexural strength specimens | AS 1012.8.2, RMS (NSW) Method T327 | |
Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens |
AS 1012.8.1, RMS (NSW) Method T304 |
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Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14 |
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Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam |
RMS (NSW) Method T160 |
|
Structural performance evaluation | Deflection monitoring |
RMS (NSW) Method T199;TfNSW T199; |
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Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Texture depth | Sand patch |
RMS (NSW) Method T240 |
|
Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Not applicable |
AS 4133.4.1, RMS (NSW) Method T223 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Linear shrinkage | Not applicable |
AS 1289.3.4.1, RMS (NSW) Method T113;TfNSW T113; |
|
Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2, RMS (NSW) Method T108;TfNSW T108;TfNSW T105; |
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Plastic limit | Not applicable |
AS 1289.3.2.1, RMS (NSW) Method T109;TfNSW T109;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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Moisture content | Correlation; Drying oven; Microwave oven |
AS 1289.2.1.1, RMS (NSW) Method T120, AS 1289.2.1.4, RMS (NSW) Method T180, AS 1289.2.3.1, RMS (NSW) Method T2105 |
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Fine particles in road materials | Not applicable |
AS 1141.19, 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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Moisture content | Hot plate; Sand bath |
RMS (NSW) Method T121 |
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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 |
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Dry density/moisture content relationship | Standard compactive effort; Three compaction point |
AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130, RMS (NSW) Method T162 |
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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 |
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Compaction control | Hilf |
AS 1289.5.7.1 |
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Relative compaction | Not applicable |
RMS (NSW) Method T166 |
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Density - In-situ | Sand pouring apparatus |
RMS (NSW) Method T119 |
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Dry density ratio; Moisture ratio | Calculation; Measured |
AS 1289.5.4.1 |
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Density - In-situ | Sand-cone |
AS 1289.5.3.1 |
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Density index | Not applicable |
AS 1289.5.6.1 |
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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, RMS (NSW) Method T132 |
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Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment |
RMS (NSW) Method T103;TfNSW T103;TfNSW T105; |
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Soil pre-treatment | Repeated compaction pre-treatment |
RMS (NSW) Method T102;TfNSW T102;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 stabilisation | Soils | Compressive strength | Uniaxial unconfined |
AS 5101.4, RMS (NSW) Method T116, RMS (NSW) Method T131 |
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Stabiliser rate of spread rate | In-situ measurement |
RMS (NSW) Method T136 |
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Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
AS 1141.3.1, RMS (NSW) Method T100 |
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Concrete, grout and mortar | Not applicable | Hardened concrete by coring |
AS 1012.14 |
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Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1, RMS (NSW) Method T300 |
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Rocks | Not applicable | Gabions; Rock spalls | AS 1141.3.2 (except clauses 7 and 8), RMS (NSW) Method T100 | ||
Soils | Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.2 |
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Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile |
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.
20569
Site No.
24657
Print date
14 Aug 2022