QualTech (Tas) Pty Ltd

Site

Qual Tech Lampton Avenue Laboratory

Accreditation No.

1206

Site No.

1199

Date of Accreditation

24 May 1976

Address

8b Lampton Avenue
Derwent Park, TAS 7009
Australia

Contact

Mr Paul Bannerman P: +61 (03) 62777902

Availability

Services available to external clients

QualTech (Tas) Pty Ltd address map

Scope of Accreditation

Print scopes
Qual Tech Lampton Avenue Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis

AS 1141.11.1

Shape Flakiness

AS 1141.15

Bulk density Uncompacted

AS 1141.4

Bulk density Compacted

AS 1141.4

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
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 AS 1012.3.5
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar permeability Concrete, grout and mortar Permeability Volume change with water absorption - Permeable voids AS 1012.21
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Flexural strength Modulus of rupture AS 1012.11
Air content of freshly mixed concrete Reduced air pressure AS 1012.4.2
Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Compressive strength Cube

AS 1012.9

Compressive strength Core AS 1012.14
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 Manufacture and curing of cylindrical specimens in the laboratory AS 1012.14
Specimen manufacture and curing In situ manufacture and curing of flexural strength specimens

AS 1012.8.2

Specimen manufacture and curing Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

AS 1012.8.2

Specimen manufacture and curing In situ manufacture and curing of drying shrinkage specimens

AS 1012.8.4

Specimen manufacture and curing Mixing concrete in the laboratory AS 1012.2
Specimen manufacture and curing Manufacture and curing of flexural strength specimens in the laboratory

AS 1012.8.2

Specimen manufacture and curing Manufacture and curing of drying shrinkage specimens in the laboratory

AS 1012.8.4

Specimen manufacture and curing In situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Specimen manufacture and curing In situ manufacture and curing of grout and mortar cubes

AS 1012.8.3

Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

AS 1012.8.2

Specimen manufacture and curing Manufacture and curing of grout and mortar cubes in the laboratory

AS 1012.8.3

Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Not applicable

AS 1289.3.6.1

Moisture content Drying oven

AS 1289.2.1.1

Moisture content Hot plate

AS 1289.2.1.6

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 pavement; Aggregate from a stockpile; Aggregate from a windrow

AS 1141.3.1

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

AS 1012.1

Not applicable Fresh concrete from deposited concrete

AS 1012.1

Soils Not applicable Disturbed soil sampling from a stockpile

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.