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 Jarrad Agst P: +61 0421147421

Availability

Services available to external clients

Construction Sciences Pty Ltd address map

Scope of Accreditation

Print scopes
Warabrook 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 Sugar Fehlings solution AS 1141.35
Organic impurities Colour test AS 1141.34
Clay and fine silt Settling AS 1141.33
Foreign material in recycled aggregate Manual classification

TfNSW TS 02799.51

Weak particles contaminants Sieve analysis

AS 1141.32

Light particles contaminants Segregation by density AS 1141.31
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Water absorption of fine aggregate Not applicable

AS 1141.5

TfNSW TS 02799.09

Shape Assessment by flow time and void content; Average least dimension; Flakiness; Proportional calliper

AS 1141.14, AS 1141.15, AS 1141.20.1, AS 1141.20.2

TfNSW TS 02799.12,TfNSW TS 02799.32,TfNSW TS 02799.36,TfNSW TS 02799.50, TfNSW TS 02799.54

Bulk density Compacted; Uncompacted

AS 1141.4

Water absorption of coarse aggregate Not applicable

AS 1141.6.1

TfNSW TS 02799.08

Particle density of fine aggregate Weighing-in-water

AS 1141.5

TfNSW TS 02799.09

Particle size distribution Fine particles in road materials; Sieve analysis; Sieve analysis of material finer than 2 ?m; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12, AS 1141.13, AS 1141.19

TfNSW TS 02799.02,TfNSW TS 02799.04

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

TfNSW TS 02799.08

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Exposure to sodium sulfate solution; Methylene blue value AS 1141.24, AS 1141.66,
TfNSW TS 02806.36
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable

AS 1141.22

TfNSW TS 02799.13

Aggregate crushing value Not applicable

AS 1141.21

TfNSW TS 02799.06

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

TfNSW TS 02800.02

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Flexural strength Modulus of rupture

AS 1012.11

Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure

AS 1012.5

Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS 1012.12.1, AS 1012.12.2

TfNSW TS 02800.16

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

Uniformity of mixing Not applicable AS 1379 Appendix A
Compressive strength Core; Cube; Cylinder

AS 1012.9, AS 1012.14

TfNSW TS 02800.06,TfNSW TS 02800.07,TfNSW TS 02800.11

Compacted density - In-situ Relative compaction of concrete pavements TfNSW TS 02800.55
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; In-situ manufacture and curing of grout and mortar cubes; 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 1012.8.3, AS 1012.8.4

TfNSW TS 02800.05

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

TfNSW TS 02795.22,TfNSW TS 02795.55

Evaluation of geotechnical and civil construction material - Soil chemical properties Soils Organic matter Titration AS 1289.4.1.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Fine particles in road materials Not applicable

TfNSW TS 02795.03

Plasticity index Casagrande; Cone

AS 1289.3.3.1

TfNSW TS 02795.01,TfNSW TS 02795.05

Plastic limit Not applicable

AS 1289.3.2.1

TfNSW TS 02795.01,TfNSW TS 02795.05

Linear shrinkage Not applicable

AS 1289.3.4.1

TfNSW TS 02795.08

Sieve analysis Not applicable

AS 1289.3.6.1

TfNSW TS 02795.02

Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2

TfNSW TS 02795.01,TfNSW TS 02795.04

Moisture content Drying oven

AS 1289.2.1.1

TfNSW TS 02795.14

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 Modified compactive effort; Standard compactive effort; Three compaction point

AS 1289.5.1.1, AS 1289.5.2.1

TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02796.01,TfNSW TS 02795.24

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

TfNSW TS 02795.26

Maximum dry density Not applicable

TfNSW TS 02795.26

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 Moisture ratio Measured

AS 1289.5.4.1

Density - In-situ Nuclear gauge; Sand-cone

AS 1289.5.3.1, AS 1289.5.8.1

TfNSW TS 02795.13,TfNSW TS 02795.36

Relative compaction Not applicable

TfNSW TS 02795.28

Dry density ratio Calculation

AS 1289.5.4.1

Density index Not applicable

AS 1289.5.6.1

Compaction control Hilf

AS 1289.5.7.1

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

TfNSW TS 02795.23

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

TfNSW TS 02795.09,TfNSW TS 02795.10,TfNSW TS 02796.02

Bearing ratio Remoulded specimens

AS 1289.6.1.1

TfNSW TS 02795.11

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment

AS 1289.1.1

TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01

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

Lime demand Not applicable TfNSW TS 02797.02
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

TfNSW TS 02800.01

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.