Construction Sciences Pty Ltd

Site

Banana Shire Laboratory

Accreditation No.

1986

Site No.

14069

Date of Accreditation

Address

1 Ground Street
Moura, QLD 4718
Australia

constructionsciences.net

Contact

Mr Richard Frost P: +61 (07) 49280044

Availability

Services available to external clients

Scope of Accreditation

Withdrawn

ISO/IEC 17025 (2005)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Establishment of annex facilities Materials defined by all or some for which the site is accredited Determinations defined by all or some for which the site is accredited Techniques defined by all or some for which the site is accredited
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion Aggregates Degree of precoating Not applicable

 MR (Qld) Method Q216

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis

MR (Qld) Method Q217

Clay and fine silt Settling

AS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates 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

Water absorption of fine aggregate Weighing-in-water

AS 1141.5

Bulk density Uncompacted

AS 1141.4

MR (Qld) Method Q221A

Shape Crushed faces

MR (Qld) Method Q215

Shape Proportional calliper

AS 1141.14

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Bulk density Compacted

AS 1141.4

MR (Qld) Method Q221B

Water absorption of coarse aggregate Weighing-in-water

AS 1141.6.1

Shape Average least dimension

MR (Qld) Method Q202

Shape Flakiness

AS 1141.15

MR (Qld) Method Q201

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 Cone

AS 1012.3.1

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

AS 1012.8.1

Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

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

AS 1289.2.1.1

MR (Qld) Method Q102A

Linear shrinkage Not applicable

AS 1289.3.4.1

MR (Qld) Method Q106

Plastic limit Not applicable

AS 1289.3.2.1

MR (Qld) Method Q105

Plasticity index Casagrande; Cone

AS 1289.3.3.1, AS 1289.3.3.2

MR (Qld) Method Q105

Sieve analysis Not applicable

AS 1289.3.6.1

MR (Qld) Method Q103A,  MR (Qld) Method Q103B

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

AS 1289.3.1.1, AS 1289.3.1.2

MR (Qld) Method Q104A,  MR (Qld) Method Q104D

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

AS 1289.5.2.1

MR (Qld) Method Q142B

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

MR (Qld) Method Q142A

Oversize material Oversize material treatment

MR (Qld) Method Q143

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2; MR (Qld) Method Q144A

Evaluation of geotechnical and civil construction material - Soil engineering properties Soils Penetration in-situ Dynamic cone

AS 1289.6.3.2

MR (Qld) Method Q114B

Bearing ratio Remoulded specimens

AS 1289.6.1.1

MR (Qld) Method Q113A, MR (Qld) Method Q113B,  MR (Qld) Method Q113C

Dispersion Emerson class

AS 1289.3.8.1

Evaluation of geotechnical and civil construction material - Soil field density Soils Degree of saturation Not applicable MR (Qld) Method Q146
Density - In-situ Nuclear gauge

AS 1289.5.8.1

MR (Qld) Method Q141A

MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02, MR (Qld) NGTM Method N03

Compaction control Hilf

AS 1289.5.7.1

Density - In-situ Sand-cone

AS 1289.5.3.1

MR (Qld) Method Q141B

Dry density ratio

AS 1289.5.4.1

Characteristic field density values Not applicable

MR (Qld) Method Q020

Relative compaction Not applicable

MR (Qld) Method Q140A

Field moisture content Nuclear gauge

AS 1289.5.8.1

MR (Qld) Method Q141A

Moisture ratio

AS 1289.5.4.1

Density index Not applicable

AS 1289.5.6.1

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

AS 1289.1.1

MR (Qld) Method Q101,  MR (Qld) Method Q101A,  MR (Qld) Method Q101B,  MR (Qld) Method Q101C,  MR (Qld) Method Q101D

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

MR (Qld) Method Q115

Laboratory stabilisation of soil Cement

MR (Qld) Method Q135A

Laboratory stabilisation of soil Lime stabilisation

 MR (Qld) Method Q135A

MR (Qld) Method Q135B

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

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 stockpile

AS 1289.1.2.1

MR (Qld) Method Q060

Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

MR (Qld) Method Q050

Not applicable Site selection by spot sampling

 MR (Qld) Method Q061

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.