Rose Testing Pty Ltd

Site

Rose Testing

Accreditation No.

20925

Site No.

25151

Date of Accreditation

21 Dec 2021

Address

Unit 8/21 Hickeys Lane
Penrith, NSW 2750
Australia

rosetesting.com

Contact

Mr Navid Ghafourian P: +61 0474100050

Availability

Services available to external clients

Rose Testing Pty Ltd address map

Scope of Accreditation

Print scopes
Rose Testing

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 of material finer than 75 µm AS 1141.12;  RMS (NSW) Method T203

TfNSW TS 02799.04

Particle size distribution Sieve analysis AS 1141.11.1; RMS (NSW) Method T201

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
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing In situ manufacture and curing of cylindrical specimens AS 1012.8.1

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

Plasticity index Casagrande AS 1289 3.3.1; TfNSW T109

TfNSW TS 02795.05

Plastic limit Not applicable AS 1289.3.2.1; TfNSW T109

TfNSW TS 02795.05

Liquid limit Casagrande four point; Casagrande one point AS 1289.3.1.1; AS 1289.3.1.2; TfNSW T108

TfNSW TS 02795.04

Sieve analysis Not applicable AS 1289.3.6.1; TfNSW T106

TfNSW TS 02795.02

Linear shrinkage Not applicable AS 1289.3.4.1; TfNSW T113

TfNSW TS 02795.08

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable AS 1289.5.4.2

Dry density/moisture content relationship Standard compactive effort AS 1289.5.1.1, RMS (NSW) Method T111; RMS (NSW) Method T130

TfNSW TS 02795.06,TfNSW TS 02796.01

Dry density/moisture content relationship Modified compactive effort AS 1289.5.2.1, RMS (NSW) Method T112

TfNSW TS 02795.07

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

Compaction control Hilf AS 1289.5.7.1
Dry density ratio Calculation AS 1289.5.4.1
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; Perth sand penetrometer  AS 1289.6.3.2; AS 1289.6.3.3

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1;  RMS (NSW) Method T117; RMS (NSW) Method T132


TfNSW TS 02795.11,TfNSW TS 02796.03

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable AS 1289.1.1, TfNSW T105

TfNSW TS 02795.01

Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment TfNSW T102; TfNSW T103

TfNSW TS 02794.02,TfNSW TS 02794.03

Sample collection Aggregates Not applicable Aggregate from a stockpile AS 1141.3.1

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete AS 1012.1
Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile AS 1289.1.2.1, RMS (NSW) Method T100

TfNSW TS 02794.01

Not applicable Site selection - Random sampling; Site selection - Random stratified sampling AS 1289.1.4.1, AS 1289.1.4.2

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.