Transport for NSW

Site

Port Macquarie Laboratory – Fernbank Laboratory

Accreditation No.

2606

Site No.

14347

Date of Accreditation

13 Jul 2020

Address

Pacific Highway
Fernbank Creek, NSW 2444
Australia

Contact

Mr Cameron Armstrong P: +61 0457837771

Availability

Services conditionally available to external clients

Transport for NSW address map

Scope of Accreditation

Print scopes
Port Macquarie Laboratory – Fernbank 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 Particle size distribution Sieve analysis

AS 1141.11.1

TfNSW TS 02799.02

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

TfNSW TS 02800.02

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

TfNSW TS 02800.05

Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable

AS 1289.3.4.1

TfNSW TS 02795.08

Moisture content Drying oven

AS 1289.2.1.1

TfNSW TS 02795.14

Plasticity index Casagrande

AS 1289.3.3.1

TfNSW TS 02795.01,TfNSW TS 02795.05

Plastic limit Not applicable

AS 1289.3.2.1

TfNSW TS 02795.01,TfNSW TS 02795.05

Fine particles in road materials; Sieve analysis Not applicable

TfNSW TS 02795.02,TfNSW TS 02795.03

Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2

TfNSW TS 02795.01,TfNSW TS 02795.04

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

TfNSW TS 02795.24

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

TfNSW TS 02795.06,TfNSW TS 02796.01

Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control Hilf

AS 1289.5.7.1

Relative compaction Not applicable

TfNSW TS 02795.28

Density - In situ Sand pouring apparatus

TfNSW TS 02795.13

Density - In situ Nuclear gauge

AS 1289.5.8.1

TfNSW TS 02795.36

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone AS 1289.6.3.2

TfNSW TS 02795.23

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens TfNSW TS 02795.11
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment

TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01

Soil pre-treatment Not applicable

AS 1289.1.1

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

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1

TfNSW TS 02794.01

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

TfNSW TS 02800.01

Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; 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.