Transport for NSW

Site

Wagga Wagga Regional Laboratory

Accreditation No.

2667

Site No.

2660

Date of Accreditation

13 Jul 2020

Address

4 Cheshire Street
Wagga Wagga, NSW 2650
Australia

transport.nsw.gov.au

Contact

Mr Ben Murray P: +61 0409599843

Availability

Services conditionally available to external clients

Scope of Accreditation

Print scopes
Wagga Wagga Regional 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 properties Aggregates 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
Particle size distribution Fine particles in road materials

RMS (NSW) Method T107;TfNSW T107;

TfNSW TS 02795.03
Shape Proportional calliper

RMS (NSW) Method T213

TfNSW TS 02799.12
Particle size distribution Sieve analysis

AS 1141.11.1, RMS (NSW) Method T201

TfNSW TS 02799.02
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on fine aggregate AS 1141.25.3
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable 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

AS 1012.3.1, RMS (NSW) Method T301

TfNSW TS 02800.02
Compactibility index Not applicable

AS 1012.3.4
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1, RMS (NSW) Method T316

TfNSW TS 02800.16
Specimen preparation Capping of compressive strength specimens

RMS (NSW) Method T305

TfNSW TS 02800.06
Compressive strength Core; Cylinder

AS 1012.9, AS 1012.14, RMS (NSW) Method T306, RMS (NSW) Method T310

TfNSW TS 02800.07,TfNSW TS 02800.11
Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2, RMS (NSW) Method T317

TfNSW TS 02800.17
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

AS 1012.8.1
Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14, RMS (NSW) Method T310

TfNSW TS 02800.11
Evaluation of geotechnical and civil construction material - Road pavement profile Road pavements Ride quality Laser profilometer

RMS (NSW) Method T187, RMS (NSW) Method T188

TfNSW TS 02795.45,TfNSW TS 02795.46
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 - Soil classification Soils Moisture content Drying oven

AS 1289.2.1.1, RMS (NSW) Method T120

TfNSW TS 02795.14
Linear shrinkage Not applicable

RMS (NSW) Method T113;TfNSW T113;

TfNSW TS 02795.08
Plasticity index Casagrande

AS 1289.3.3.1; RMS (NSW) Method T109;TfNSW T109

TfNSW TS 02795.05
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 TS 02795.04
Sieve analysis Not applicable

AS 1289.3.6.1, RMS (NSW) Method T106;TfNSW T106;

TfNSW TS 02795.02
Plastic limit Not applicable

AS 1289.3.2.1, RMS (NSW) Method T109;TfNSW T109

TfNSW TS 02795.05
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162

TfNSW TS 02795.24

 Mobile capability for RMS (NSW) Method T162
Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T130

TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02796.01
Evaluation of geotechnical and civil construction material - Soil field density Soils Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28

 Mobile capability for RMS (NSW) Method T166
Density - In-situ Nuclear gauge

AS 1289.5.8.1, RMS (NSW) Method T173

TfNSW TS 02795.36
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Compressive strength Uniaxial maximum dry RMS (NSW) Method T114

TfNSW TS 02795.09
Bearing ratio Remoulded specimens RMS (NSW) Method T117, RMS (NSW) Method T132

TfNSW TS 02795.11,TfNSW TS 02796.03
Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Falling head for a remoulded specimen AS 1289.6.7.2
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 TS 02794.03
Soil pre-treatment Not applicable

AS 1289.1.1, RMS (NSW) Method T105;TfNSW T105;

TfNSW TS 02795.01

 Mobile capability for RMS (NSW) Method T105; TfNSW T105
Soil pre-treatment Repeated compaction pre-treatment

RMS (NSW) Method T102;TfNSW T102

TfNSW TS 02794.02
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
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck

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
Not applicable Hardened concrete by coring

AS 1012.14
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
Fixed Remote Site – TfNSW Deniliquin Maintenance Depot

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Three compaction point RMS (NSW) Method T162

TfNSW TS 02795.24
Evaluation of geotechnical and civil construction material - Soil field density Soils Relative compaction Not applicable RMS (NSW) Method T166

TfNSW TS 02795.28
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

 RMS (NSW) Method T105;TfNSW T105;

TfNSW TS 02795.01
Fixed Remote Site – TfNSW Finley Maintenance Depot

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162

TfNSW TS 02795.24
Evaluation of geotechnical and civil construction material - Soil field density Soils Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

 RMS (NSW) Method T105;TfNSW T105;

TfNSW TS 02795.01
Fixed Remote Site – TfNSW Gundagai Maintenance Depot

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162

TfNSW TS 02795.24
Evaluation of geotechnical and civil construction material - Soil field density Soils Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

 RMS (NSW) Method T105;TfNSW T105;

TfNSW TS 02795.01
Fixed Remote Site – TfNSW Hay Works Depot

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Three compaction point RMS (NSW) Method T162

TfNSW TS 02795.24
Evaluation of geotechnical and civil construction material - Soil field density Soils Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

 RMS (NSW) Method T105;TfNSW T105;

TfNSW TS 02795.01
Fixed Remote Site – TfNSW Narrandera Works Depot

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Three compaction point RMS (NSW) Method T162

TfNSW TS 02795.24
Evaluation of geotechnical and civil construction material - Soil field density Soils Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

 RMS (NSW) Method T105;TfNSW T105;

TfNSW TS 02795.01
Fixed Remote Site – TfNSW West Wyalong Maintenance Depot

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Three compaction point RMS (NSW) Method T162

TfNSW TS 02795.24
Evaluation of geotechnical and civil construction material - Soil field density Soils Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

 RMS (NSW) Method T105;TfNSW T105;

TfNSW TS 02795.01

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