Construction Sciences Pty Ltd

Site

Whyalla Laboratory

Accreditation No.

1986

Site No.

22963

Date of Accreditation

01 Jun 2017

Address

133 Norrie Avenue
Whyalla Norrie, SA 5608
Australia

constructionsciences.net

Contact

Mr Adam Gleeson P: +61 (03) 52773495

Availability

Services available to external clients

Construction Sciences Pty Ltd address map

Scope of Accreditation

Print scopes
Whyalla 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 Clay and fine silt Settling

AS 1141.33

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

AS 1141.15

Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1,

AS 1141.12
Shape Average least dimension

AS 1141.20.3

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ Concrete, grout and mortar Slump flow Cone; J-ring; T500 AS 1012.3.1,
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
Compressive strength Cube; Cylinder AS 1012.9
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
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of drying shrinkage specimens; In situ manufacture and curing of flexural strength specimens; In situ manufacture and curing of grout and mortar cubes AS 1012.8.1,
AS 1012.8.2,
AS 1012.8.3,
AS1012.8.4
Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage; Liquid limit; Plastic limit; Plasticity index Casagrande; Casagrande four point; Casagrande one point AS 1289.3.1.1,
AS 1289.3.1.2,
AS 1289.3.2.1,
AS 1289.3.3.1,
AS 1289.3.4.1
Moisture content Hot plate

AS 1289.2.1.6

Moisture content Drying oven AS 1289.2.1.1
Sieve analysis Not applicable

AS 1289.3.6.1

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship Modified compactive effort; Standard compactive effort AS 1289.5.1.1,
AS 1289.5.2.1,
AS 1289.5.4.2
Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In situ; Dry density ratio; Moisture ratio Calculation; Measured; Nuclear gauge AS 1289.5.4.1,
AS 1289.5.8.1
Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone AS 1289.6.3.2
Evaluation of geotechnical and civil construction material - Soil sample preparation Soils Preparation of disturbed samples Not applicable AS 1289.1.1
Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a conveyor belt; Aggregate from a pavement; 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
Soils 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

AS 1289.1.2.1

Not applicable Site selection - Random sampling; Site selection - Random stratified sampling; Site selection - Systematic random stratified sampling AS 1289.1.4.1,
AS 1289.1.4.2

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.