National Association of Testing Authorities, Australia
Scope of Accreditation
Australian Soil and Concrete Testing
Site
Coffs Coast Laboratory
Accreditation No.
19645
Site No.
22769
Date of Accreditation
09 Feb 2015
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 | Settling |
AS 1141.33 |
|
| 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 T203 TfNSW TS 02799.04 |
|
| Particle size distribution | Sieve analysis |
AS 1141.11.1, RMS (NSW) Method T201 TfNSW TS 02799.02 |
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| Particle density of coarse aggregate; Water absorption of coarse aggregate | Weighing-in-water |
AS 1141.6.1, RMS (NSW) Method T209 TfNSW TS 02799.08 |
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| Shape | Proportional calliper |
AS 1141.14 |
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| Shape | Flakiness |
AS 1141.15 |
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| Shape | Average least dimension |
AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235 TfNSW TS 02799.32 |
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| Shape | Crushed faces |
RMS (NSW) Method T239 TfNSW TS 02799.36 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22, RMS (NSW) Method T215 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; J-ring; T500 |
AS 1012.3.1, AS 1012.3.5 ASTM C1611/C1611M, ASTM C1621/C1621M |
|
| 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 TfNSW TS 02800.55 |
|
| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
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| Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 |
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| Compressive strength | Core |
AS 1012.14 |
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| Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure |
AS 1012.5 |
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| Specimen preparation | Dressing of voids |
RMS (NSW) Method T368 TfNSW TS 02800.43 |
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| Flexural strength | Modulus of rupture |
AS 1012.11 |
|||
| Compressive strength | Cube; Cylinder |
AS 1012.9, RMS (NSW) Method T306 TfNSW TS 02800.07 |
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| Wet sieving analysis | Not applicable | TfNSW TS 02800.26 | |||
| Mass per unit volume - Hardened concrete | Water displacement |
AS 1012.12.2 |
|||
| Fibre content in fresh concrete | Not applicable | AS 1012.25.1 | |||
| 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; Curing flexural strength specimens in the laboratory |
AS 1012.8.1, AS 1012.8.2, RMS (NSW) Method T304, RMS (NSW) Method T327 TfNSW TS 02800.05,TfNSW TS 02800.24 |
|
| Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14, RMS (NSW) Method T310 TfNSW TS 02800.11 |
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| Specimen manufacture and curing | In-situ manufacture and curing of flexural strength specimens |
AS 1012.8.2, RMS (NSW) Method T327 TfNSW TS 02800.24 |
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| Specimen manufacture and curing | Manufacture and curing of drying shrinkage specimens in the laboratory | AS 1012.8.4 | |||
| Specimen manufacture and curing | In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of grout and mortar cubes |
AS 1012.8.1, AS 1012.8.3, RMS (NSW) Method T304, RMS (NSW) Method T375, RMS (NSW) Method T376 TfNSW TS 02800.05, TfNSW TS 02800.49, TfNSW TS 02800.50 |
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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 TfNSW TS 02795.22 |
|
| Structural performance evaluation | Deflection monitoring |
TfNSW T199; TfNSW TS 02795.55 |
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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 TfNSW TS 02799.37 |
|
| 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 |
|
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven |
AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 |
|
| Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2, TfNSW T105, TfNSW T108 TfNSW TS 02795.01, TfNSW TS 02795.04 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1 |
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| Plastic limit | Not applicable |
AS 1289.3.2.1, TfNSW T105, TfNSW T109 TfNSW TS 02795.01,TfNSW TS 02795.05 |
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| Moisture content | Microwave oven |
AS 1289.2.1.4, RMS (NSW) Method T180 TfNSW TS 02795.39 |
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| Plasticity index | Casagrande |
AS 1289.3.3.1, TfNSW T105, TfNSW T109 TfNSW TS 02795.01, TfNSW TS 02795.05 |
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| Fine particles in road materials | Not applicable |
AS 1141.19, TfNSW T107 TfNSW TS 02795.03 |
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| Sieve analysis | Not applicable |
AS 1289.3.6.1, TfNSW T106 TfNSW TS 02795.02 |
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| 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 | Modified compactive effort |
AS 1289.5.2.1, RMS (NSW) Method T112 TfNSW TS 02795.07 |
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| 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 |
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| Maximum dry density; Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1, RMS (NSW) Method T164 TfNSW TS 02795.26 |
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| 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 | Nuclear gauge |
AS 1289.5.8.1, RMS (NSW) Method T173 TfNSW TS 02795.36 |
|
| Density index | Not applicable |
AS 1289.5.6.1 |
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| Relative compaction | Not applicable |
RMS (NSW) Method T166 TfNSW TS 02795.28 |
|||
| Density - In-situ | Sand-cone |
AS 1289.5.3.1 |
|||
| Dry density ratio; Moisture ratio | Calculation; Measured |
AS 1289.5.4.1 |
|||
| Density - In-situ | Sand pouring apparatus |
RMS (NSW) Method T119 TfNSW TS 02795.13 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1, RMS (NSW) Method T162 TfNSW TS 02795.24 |
|||
| 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 TfNSW TS 02795.11, TfNSW TS 02796.03 |
|
| Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 TfNSW TS 02795.09 |
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| Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH |
AS 1289.4.3.1, RMS (NSW) Method T123 TfNSW TS 02795.16 |
|
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1, TfNSW T105 TfNSW TS 02795.01 |
|
| Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment |
AS 1289.1.1, TfNSW T102, TfNSW T103, TfNSW T105 TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01 |
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| 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 |
|
| Stabiliser working time | Cementitious stabilisation time |
RMS (NSW) Method T147 TfNSW TS 02797.04 |
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| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
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, RMS (NSW) Method T300 TfNSW TS 02800.01 |
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| Not applicable | Hardened concrete by coring |
AS 1012.14 |
|||
| Rocks | Not applicable | Rock spalls |
AS 1141.3.2 (except clauses 7 and 8), RMS (NSW) Method T100 TfNSW TS 02794.01 |
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| Soils | Not applicable | Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile |
AS 1289.1.2.1, RMS (NSW) Method T100 TfNSW TS 02794.01 |
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.
19645
Site No.
22769
Print date
20 Apr 2024
