Australian Steel Mill Services Pty Ltd

Site

ASMS Laboratory

Accreditation No.

4664

Site No.

4657

Date of Accreditation

03 May 1993

Address

21 Process Area, Springhill Road
Port Kembla, NSW 2505
Australia

asms.com.au

Contact

Mr Ferit Uyguc P: +61 (02) 42551138

Availability

Services conditionally available to external clients

Scope of Accreditation

Print scopes
ASMS Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate chemical tests Aggregates Iron unsoundness Water soak AS 1141 37
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis

AS 1141 32
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Crushed faces

RMS (NSW) Method T239

TfNSW TS 02799.36
Water absorption of coarse aggregate Weighing-in-water

AS 1141 6.1

 RMS (NSW) Method T209

TfNSW TS 02799.08
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
Particle density of fine aggregate Weighing-in-water

AS 1141 5, RMS (NSW) Method T210

TfNSW TS 02799.09
Bulk density Compacted

RMS (NSW) Method T212

TfNSW TS 02799.11
Bulk density Uncompacted

AS 1141 4

RMS (NSW) Method T211

TfNSW TS 02799.10
Shape Proportional calliper

AS 1141 14, RMS (NSW) Method T213

TfNSW TS 02799.12
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141 22,  RMS (NSW) Method T215

TfNSW TS 02799.13
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;

TfNSW TS 02795.01,TfNSW TS 02795.05
Sieve analysis Not applicable

AS 1289 3.6.1

RMS (NSW) Method T106;TfNSW T106;

TfNSW TS 02795.02
Liquid limit Casagrande four point; Casagrande one point

AS 1289 3.1.1

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

TfNSW TS 02795.01,TfNSW TS 02795.04
Plastic limit Not applicable

AS 1289 3.2.1

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

TfNSW TS 02795.01,TfNSW TS 02795.05
Moisture content Drying oven

AS 1289 2.1.1

RMS (NSW) Method T120

TfNSW TS 02795.14
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils 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
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289 1.1, RMS (NSW) Method T105;TfNSW T105;

TfNSW TS 02795.01
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Stabiliser working time Not applicable

RMS (NSW) Method T147

TfNSW TS 02797.04
Compressive strength Uniaxial unconfined RMS (NSW) Method T116
RMS (NSW) Method T131

TfNSW TS 02795.10,TfNSW TS 02796.02
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1

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.