Boral Resources (Vic) Pty Ltd

Site

Culcairn Quarry Laboratory

Accreditation No.

11568

Site No.

11561

Date of Accreditation

09 May 1996

Address

Weeamera Road
Culcairn, NSW 2660
Australia

boral.com.au

Contact

Ms Kristy Chadwick P: +61 0400820824

Availability

Services conditionally available to external clients

Scope of Accreditation

Print scopes
Culcairn Quarry Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis

AS 1141.32
Organic impurities Colour test

AS 1141.34
Clay and fine silt Settling

AS 1141.33
Coarse aggregate quality Visual comparison

AS 1141.30.1

RC (Vic) Method 372.01
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Average least dimension; Flakiness; Proportional calliper

AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2, AS 1141.20.3

RMS (NSW) Method T213, RMS (NSW) Method T235, RMS (NSW) Method T275

TfNSW TS 02799.12,TfNSW TS 02799.32,TfNSW TS 02799.50
Particle density of fine aggregate Weighing-in-water

AS 1141.5
Water absorption of coarse aggregate Not applicable

AS 1141.6.1
Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1
Water absorption of fine aggregate Not applicable

AS 1141.5
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

RMS (NSW) Method T107;TfNSW T107;, RMS (NSW) Method T201, RMS (NSW) Method T203

TfNSW TS 02795.03,TfNSW TS 02799.02,TfNSW TS 02799.04
Bulk density Compacted; Uncompacted

AS 1141.4
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 - 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 properties Concrete, grout and mortar Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1
Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2
Compressive strength Cylinder

AS 1012.9
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of drying shrinkage specimens in the laboratory; Manufacture and curing of flexural strength specimens in the laboratory

AS 1012.8.1, AS 1012.8.2, AS 1012.8.4
Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Not applicable

AS 1289.3.6.1

RMS (NSW) Method T106;TfNSW T106;

TfNSW TS 02795.02
Moisture content Drying oven

AS 1289.2.1.1

RMS (NSW) Method T120, RMS (NSW) Method T262

TfNSW TS 02795.14,TfNSW TS 02799.39
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment; Not applicable; Repeated compaction pre-treatment

AS 1289.1.1

RMS (NSW) Method T105;TfNSW T105;

TfNSW TS 02795.01
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

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.