Transport for NSW

Site

Tamworth Laboratory

Accreditation No.

2606

Site No.

2823

Date of Accreditation

13 Jul 2020

Address

371 Goonoo Goonoo Road
South Tamworth, NSW 2340
Australia

Contact

Mr Toby Roelandts P: +61 0457837771

Availability

Services conditionally available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis

RMS (NSW) Method T201

Particle size distribution Fine particles in road materials

RMS (NSW) Method T107;TfNSW T107;

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable RMS (NSW) Method T215
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;

Sieve analysis Not applicable

AS 1289 3.6.1

RMS (NSW) Method T106;TfNSW T106;

Fine particles in road materials

RMS (NSW) Method T107;TfNSW T107;

Liquid limit Casagrande four point; Casagrande one point

AS 1289 3.1.1

RMS (NSW) Method T108;TfNSW T108;TfNSW T105;

AS 1289 3.1.2
Plastic limit Not applicable

AS 1289 3.2.1

RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

Moisture content Drying oven

AS 1289 2.1.1

RMS (NSW) Method T120

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort; Standard compactive effort; Three compaction point

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

RMS (NSW) Method T112
RMS (NSW) Method T162
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

Relative compaction Not applicable

RMS (NSW) Method T166

Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone RMS (NSW) Method T161
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Compressive strength Uniaxial maximum dry RMS (NSW) Method T116
RMS (NSW) Method T131
Bearing ratio Remoulded specimens RMS (NSW) Method T117
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment

RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T103;TfNSW T103;TfNSW T105;

Soil pre-treatment Not applicable

AS 1289 1.1

RMS (NSW) Method T105;TfNSW T105;

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141 3.1

RMS (NSW) Method T100

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

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.