Barnson Pty Ltd

Site

Soils and Concrete Laboratory

Accreditation No.

9605

Site No.

9598

Date of Accreditation

01 Dec 1994

Address

16 L Yarrandale Road
Dubbo, NSW 2830
Australia

barnson.com.au

Contact

Mr Nicholas Reardon P: +61 1300227676

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Soils and Concrete Laboratory

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 T368

TfNSW TS 02800.43
Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS 1012.12.1, AS 1012.12.2

RMS (NSW) Method T317

TfNSW 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 T327

TfNSW 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 T164

TfNSW 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 T100

TfNSW TS 02794.01

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