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

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; RMS (NSW) Method T201
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
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; RMS (NSW) Method T304
Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable

AS 1289.3.4.1; RMS (NSW) Method T113;TfNSW T113;
Moisture content Drying oven

AS 1289.2.1.1; RMS (NSW) Method T120
Plasticity index Casagrande

AS 1289.3.3.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105;
Plastic limit Not applicable

AS 1289.3.2.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105;
Fine particles in road materials; Sieve analysis Not applicable

RMS (NSW) Method T106;TfNSW T106;, RMS (NSW) Method T107;TfNSW T107;
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 T105;
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Three compaction point

RMS (NSW) Method T162
Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1; RMS (NSW) Method T111; RMS (NSW) Method T130
Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control Hilf

AS 1289.5.7.1
Relative compaction Not applicable

RMS (NSW) Method T166
Density - In-situ Sand pouring apparatus

RMS (NSW) Method T119
Density - In-situ Nuclear gauge

AS 1289.5.8.1; RMS (NSW) Method T173
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone AS 1289.6.3.2; RMS (NSW) Method T161
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils 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;
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

RMS (NSW) Method T116; RMS (NSW) Method T131
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1; RMS (NSW) Method T100
Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1; RMS (NSW) Method T300
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; 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.