National Association of Testing Authorities, Australia
Scope of Accreditation
Barnson Pty Ltd
Site
Soils and Concrete Laboratory
Accreditation No.
9605
Site No.
9598
Date of Accreditation
01 Dec 1994
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 | Fine particles in road materials; Sieve analysis | AS 1141.11.1, AS 1141.19, RMS (NSW) Method T201 TfNSW TS 02799.02 | |
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.12 RMS (NSW) Method T203 TfNSW TS 02799.04 | |||
Shape | Proportional calliper | AS 1141.14 RMS (NSW) Method T213 TfNSW TS 02799.12 | |||
Shape | Average least dimension | AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235, RMS (NSW) Method T275 TfNSW TS 02799.32,TfNSW TS 02799.50 | |||
Shape | Crushed faces | RMS (NSW) Method T239 TfNSW TS 02799.36 | |||
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 | |
Slump flow | J-ring; T500 | AS 1012 3.5; ASTM C1621; ASTM C1611 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength; Specimen preparation | Cylinder; Dressing of voids | AS 1012.9 (except clause 4.2) RMS (NSW) Method T368TfNSW TS 02800.43 | |
Mass per unit volume - Hardened concrete | Dimensions; Water displacement | AS 1012.12.1, AS 1012.12.2 RMS (NSW) Method T317TfNSW TS 02800.17 | |||
Flexural strength | Modulus of rupture | AS 1012.11 RMS (NSW) Method T328 TfNSW TS 02800.25 | |||
Air content of freshly mixed concrete | Reduced air pressure | AS 1012.4.2 RMS (NSW) Method T320 TfNSW TS 02800.20 | |||
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; In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of flexural strength specimens | AS 1012.8.1, AS 1012.8.2 RMS (NSW) Method T304, RMS (NSW) Method T327TfNSW TS 02800.05,TfNSW TS 02800.24 | |
Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring | RMS (NSW) Method T160, RMS (NSW) Method T199;TfNSW T199; TfNSW TS 02795.22,TfNSW TS 02795.55 | |
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Penetration depth | Ball embedment | RMS (NSW) Method T271 TfNSW TS 02799.46 | |
Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Laboratory measurement | RMS (NSW) Method T223 TfNSW TS 02799.21 | |
Absorption; Density; Porosity | Buoyancy; Saturation | AS 4133.2.1.2 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plasticity index | Casagrande | AS 1289 3.3.1 RMS (NSW) Method T109;TfNSW T109;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.05 | |
Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1 AS 1289.3.1.2 TfNSW T108 TfNSW TS 02795.04 | |||
Moisture content | Drying oven | AS 1289 2.1.1 RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
Fine particles in road materials | Not applicable | RMS (NSW) Method T107;TfNSW T107; TfNSW TS 02795.03 | |||
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 1289.3.2.1 TfNSW T109 TfNSW TS 02795.05 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 RMS (NSW) Method T164TfNSW TS 02795.26 | |
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1 RMS (NSW) Method T112 TfNSW TS 02795.07 | |||
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 | |||
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 | |
Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |||
Compaction control | Hilf | AS 1289.5.7.1 RMS (NSW) Method T162 TfNSW TS 02795.24 | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
Dry density ratio; Moisture ratio | Calculation; Measured | AS 1289.5.4.1 | |||
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 | |
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 | Accelerated weathering pre-treatment; Repeated compaction pre-treatment | AS 1289.1.1; RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T103;TfNSW T103;TfNSW T105;, RMS (NSW) Method T105 TfNSW TS 02794.02,TfNSW TS 02794.03,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 | Stabiliser rate of spread rate | In situ measurement | RMS (NSW) Method T136 TfNSW TS 02796.06 | |
Compressive strength | Uniaxial unconfined | RMS (NSW) Method T116 RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow | AS 1141.3.1, RMS (NSW) Method T100 TfNSW TS 02794.01 | |
Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | ||
Rocks | Not applicable | Quarry aggregate from a rock spall; Quarry aggregate from boulders; Quarry aggregate from gabion | AS 1141.3.2, RMS (NSW) Method T100 TfNSW TS 02794.01 | ||
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 T100TfNSW TS 02794.01 |
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Accreditation No.
9605
Site No.
9598
Print date
27 Nov 2024