Transport for NSW

Site

Parkes Laboratory

Accreditation No.

2906

Site No.

2899

Date of Accreditation

13 Jul 2020

Address

75 Close Street
Parkes, NSW 2870
Australia

Contact

Mr Timothy Cowling P: +61 0428964579

Availability

Services not available to external clients

Transport for NSW address map

Scope of Accreditation

Print scopes
Parkes 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; Crushed faces; Proportional calliper

AS 1141.14, AS 1141.20.1, AS 1141.20.2

TfNSW TS 02799.12, TfNSW TS 02799.32, TfNSW TS 02799.50

Particle size distribution Fine particles in road materials; Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12, AS 1141.19

TfNSW TS 02799.02, TfNSW TS 02799.04

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22

TfNSW TS 02799.13

Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Benkelman beam

TfNSW TS 02795.22

Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven

AS 1289.2.1.1

TfNSW TS 02795.14

Fine particles in road materials; Sieve analysis Not applicable

AS 1289.3.6.1

RMS (NSW) Methods T106 (2012), TfNSW T106, RMS (NSW) Method T107 (2012), TfNSW T107

TfNSW TS 02795.02, TfNSW TS 02795.03

Linear shrinkage; Liquid limit; Plastic limit; Plasticity index Casagrande four point; Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.4.1

TfNSW TS 02795.04,TfNSW TS 02795.05,TfNSW TS 02795.08

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

TfNSW TS 02795.06, TfNSW TS 02795.07, TfNSW TS 02796.01, TfNSW TS 02795.24

Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In situ; Relative compaction Nuclear gauge

AS 1289.5.8.1

TfNSW TS 02795.28, TfNSW TS 02795.36

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens TfNSW TS 02795.11, TfNSW TS 02796.03
Compressive strength Uniaxial maximum dry TfNSW TS 02795.09
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; Repeated compaction pre-treatment

AS 1289.1.1

TfNSW TS 02794.02, TfNSW TS 02794.03, TfNSW TS 02795.01

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

TfNSW TS 02795.10, TfNSW TS 02796.02

Evaluation of geotechnical and civil construction material - Soil triaxial strength Soils Triaxial strength Modified triaxial confined; Modified triaxial unconfined TfNSW TS 02795.33
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1

TfNSW TS 02794.01

Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a face; 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

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.