Construction Sciences Pty Ltd

Site

Warabrook Laboratory

Accreditation No.

1986

Site No.

16822

Date of Accreditation

01 Dec 2016

Address

Unit 1, 12 Callistemon Close
Warabrook, NSW 2304
Australia

constructionsciences.net

Contact

Mr Matthew Foley P: +61 (02) 49654555

Availability

Services available to external clients

Scope of Accreditation

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

Foreign material in recycled aggregate Manual classification

RMS (NSW) Method T276

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

RMS (NSW) Method T209

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 T201, RMS (NSW) Method T203

Shape Average least dimension; Flakiness; Proportional calliper

AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2

RMS (NSW) Method T213, RMS (NSW) Method T235, RMS (NSW) Method T239, RMS (NSW) Method T275

Water absorption of coarse aggregate Not applicable

AS 1141.6.1

RMS (NSW) Method T209

Particle density of fine aggregate Weighing-in-water

AS 1141.5

RMS (NSW) Method T210

Bulk density Compacted; Uncompacted

AS 1141.4

Water absorption of fine aggregate Not applicable

AS 1141.5

RMS (NSW) Method T210

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value Not applicable

AS 1141.21
RMS (NSW) Method T205

Wet/dry strength variation Not applicable

AS 1141.22
RMS (NSW) Method T215

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 properties Concrete, grout and mortar Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure

AS 1012.5

Compressive strength Core; Cube; Cylinder

AS 1012.9, AS 1012.14

RMS (NSW) Method T305, RMS (NSW) Method T306, RMS (NSW) Method T310

AS 1012.14 except clause 6.2

Flexural strength Modulus of rupture

AS 1012.11

Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS 1012.12.1, AS 1012.12.2

RMS (NSW) Method T316, RMS (NSW) Method  T317

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

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; 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

RMS (NSW) Method T304

Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14

Except Clause 6.2

Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Benkelman beam; Deflection monitoring

RMS (NSW) Method T160, RMS (NSW) Method T199;TfNSW T199;

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;

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;

Moisture content Drying oven

AS 1289.2.1.1

RMS (NSW) Method T120

Plastic limit Not applicable

AS 1289.3.2.1

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

Plasticity index Casagrande; Cone

AS 1289.3.3.1

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

Particle density Not applicable

AS 1289 3.5.1

Fine particles in road materials Not applicable

RMS (NSW) Method T107;TfNSW T107;

Linear shrinkage Not applicable

AS 1289.3.4.1

RMS (NSW) Method T113;TfNSW T113;

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

AS 1289.5.1.1, AS 1289.5.2.1

RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T130, RMS (Method) T162

Maximum dry density Not applicable

RMS (NSW) Method T164

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

RMS (NSW) Method T164

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class

AS 1289.3.8.1

Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In-situ Nuclear gauge; Sand-cone

AS 1289.5.3.1, AS 1289.5.8.1

RMS (NSW) Method T119, RMS (NSW) Method T173

Relative compaction Not applicable

RMS (NSW) Method T166

Compaction control Hilf

AS 1289.5.7.1

Dry density ratio Calculation

AS 1289.5.4.1

Moisture ratio Measured

AS 1289.5.4.1

Density index Not applicable

AS 1289.5.6.1

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
RMS (NSW) Method T161

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Compressive strength Uniaxial maximum dry

RMS (NSW) Method T114, RMS (NSW) Method T116, RMS (NSW) Method T131

Bearing ratio Remoulded specimens

AS 1289.6.1.1
RMS (NSW) Method T117

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1

RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) T103;TfNSW T103;TfNSW T105;, RMS (NSW) Method T105

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell

AS 1289.7.1.1

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

AS 5101.4

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1

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

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 from a windrow; Disturbed soil sampling in-situ

AS 1289.1.2.1

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.