Construction Sciences Pty Ltd

Site

Hobart Laboratory

Accreditation No.

1986

Site No.

24712

Date of Accreditation

16 Jan 2020

Address

3/12 Woodrieve Road
Bridgewater, TAS 7030
Australia

constructionsciences.net

Contact

Mr Adam Gleeson P: +61 0429410183

Availability

Services available to external clients

Scope of Accreditation

Hobart 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



Organic impurities Colour test

AS 1141.34



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

AS 1141.14, AS 1141.15



Particle size distribution Sieve analysis

AS 1141.11.1


Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Slump flow J-ring; T500

AS 1012.3.5

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

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

AS 1012.8.1

Specimen manufacture and curing In-situ manufacture and curing of drying shrinkage specimens; Manufacture and curing of drying shrinkage specimens in the laboratory

AS 1012.8.4

Specimen manufacture and curing In-situ manufacture and curing of grout and mortar cubes; Manufacture and curing of grout and mortar cubes in the laboratory

AS 1012.8.3

Specimen manufacture and curing In-situ manufacture and curing of flexural strength specimens; Manufacture and curing of flexural strength specimens in the laboratory

AS 1012.8.2

Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven

AS 1289.2.1.1



Liquid limit; Plastic limit; Plasticity index 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


Linear shrinkage Not applicable

AS 1289.3.4.1

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) Not applicable

AS 1289.5.4.2

Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, AS 1289.5.2.1

Evaluation of geotechnical and civil construction material - Soil field density Soils Dry density ratio; Moisture ratio Calculation

AS 1289.5.4.1

Compaction control Hilf

AS 1289.5.7.1

Density - In-situ; Field moisture content Nuclear gauge

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 pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1



Sample collection Aggregates Not applicable Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow

AS 1141.3.1


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

AS 1012.1

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



Not applicable Site selection - Random stratified sampling

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.