Construction Sciences Pty Ltd

Site

Port Hedland Facility

Accreditation No.

1986

Site No.

22443

Date of Accreditation

21 Mar 2017

Address

2/45 Steel Loop
Wedgefield, WA 6721
Australia

constructionsciences.net

Contact

Mr Ronan Woods P: +61 (08) 64919058

Availability

Services available to external clients

Construction Sciences Pty Ltd address map

Scope of Accreditation

Print scopes
Port Hedland Facility

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Organic impurities Colour test

AS 1141.34

Clay and fine silt Settling

AS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Flakiness

AS 1141.15

MRWA Method WA216.1

Water absorption of coarse aggregate

AS 1141.6.1

Particle density of fine aggregate Weighing-in-water

AS 1141.5

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Bulk density Uncompacted

AS 1141.4

Moisture content Drying oven

MRWA Method WA212.1

Particle size distribution Sieve analysis

AS 1141.11.1

MRWA Method WA210.1

Shape Average least dimension

AS 1141.20.1, AS 1141.20.2

MRWA Method WA215.1

Water absorption of fine aggregate

AS 1141.5

Bulk density Compacted

AS 1141.4

Shape Proportional calliper

AS 1141.14

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

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

Slump flow J-ring; T500 AS 1012.3.5
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

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

AS 1012.5

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Compressive strength Cube; Cylinder

AS 1012.9

AS 1478.2 Appendix A

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 drying shrinkage specimens; Moist curing drying shrinkage specimens in the laboratory

AS 1012.8.4

Specimen manufacture and curing Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Layer thickness Not applicable

MRWA Method WA330.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Plasticity index Casagrande

AS 1289.3.3.1

Plasticity index Cone

AS 1289.3.3.2

MRWA Method WA122.1

Moisture content Drying oven

AS 1289.2.1.1

MRWA Method WA110.1

Plastic limit Not applicable

AS 1289.3.2.1

MRWA Method WA121.1

Linear shrinkage Not applicable

AS 1289.3.4.1

MRWA Method WA123.1

Sieve analysis Not applicable

AS 1289.3.6.1

MRWA Method WA115.1, MRWA Method WA115.2;

Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.9.1, AS 1289.3.9.2

MRWA Method WA120.1, MRWA Method WA120.2

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

AS 1289.5.1.1

MRWA Method WA132.1, MRWA Method WA132.2;

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

MRWA Method WA133.1, MRWA Method WA133.2

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 field density Soils Density - In situ Nuclear gauge

AS 1289.5.8.1

MRWA Method WA324.2

Compaction control Hilf

AS 1289.5.7.1

Moisture ratio Measured

AS 1289.5.4.1

MRWA Method WA134.1, MRWA Method WA136.1

Dry density ratio Calculation

AS 1289.5.4.1

MRWA Method WA134.1, MRWA Method WA136.1

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

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

MRWA Method WA140.1

Bearing ratio Remoulded specimens

AS 1289.6.1.1
MRWA Method WA141.1

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

AS 1289.1.1

MRWA Method WA105.1

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

AS 5101.4

MRWA Method WA143.1

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1

MRWA Method WA200.1

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

AS 1012.1

Soils Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2

MRWA Method WA0.1, MRWA Method WA100.1

Not applicable Disturbed soil sampling from a face; 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

MRWA Method WA100.1

Not applicable Site selection - Random sampling

AS 1289.1.4.1

MRWA Method WA100.1

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.