Construction Sciences Pty Ltd

Site

Beenleigh Laboratory

Accreditation No.

1986

Site No.

1552

Date of Accreditation

01 Jul 1996

Address

134 Peachey Road
Luscombe, QLD 4207
Australia

constructionsciences.net

Contact

Mr Christopher Pearce P: +61 (07) 38653212

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Beenleigh Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

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
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

AS 1141.32
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 Particle size distribution Sieve analysis; Sieve analysis of material finer than 2 ?m; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12, AS 1141.13
Water absorption of coarse aggregate Not applicable

AS 1141.6.1
Water absorption of fine aggregate Not applicable

AS 1141.5
Particle density of fine aggregate Weighing-in-water

AS 1141.5
Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper

AS 1141.14, AS 1141.15, AS 1141.18, AS 1141.20.3, MR (Qld) Method Q201
Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1
Bulk density Compacted; Uncompacted

AS 1141.4
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Exposure to sodium sulfate solution

AS 1141.24
Soundness Degradation factor on coarse aggregate; Degradation factor on fine aggregate; Degradation factor on source rock

AS 1141.25.1, AS 114.25.2, AS 1141.25.3
MR (Qld) Method Q208B
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 - Asphalt filler Asphalts Apparent particle density of filler Not applicable AS 1141.7
Voids in dry compacted filler Not applicable AS 1141.17
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Slump flow Stability of super workable concrete MR (Qld) Method Q478
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 deformation Concrete, grout and mortar Modulus of elasticity Poisson's ratio; Static chord modulus

AS 1012.17
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar permeability Concrete, grout and mortar Sorptivity Volume change with water absorption - Permeable voids RMS (NSW) Method T362
Permeability Water retention MR (Qld) Method Q479
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Compressive strength Core; Cube; Cylinder

AS 1012.9, AS 1012.14

RMS (NSW) Method T375
Flexural strength Modulus of rupture

AS 1012.11
Air content of freshly mixed concrete Increased air pressure

AS 1012.4.1
Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS 1012.12.1, AS 1012.12.2
Bleeding In-situ analysis - Freshly mixed concrete

AS 1012.6
Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure

AS 1012.5
Indirect tensile strength Brazil

AS 1012.10
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar shrinkage Concrete, grout and mortar Drying shrinkage specimen measurement Not applicable

AS 1012.13
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; 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, AS 1012.8.4

RMS (NSW) Method T375
Specimen manufacture Mixing concrete in the laboratory AS 1012.2
Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14
Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Fines ratio

AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253
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, MR (Qld) Method Q104A, MR (Qld) Method Q104D
Plasticity index Casagrande

AS 1289.3.3.1, MR (Qld) Method Q105
Weighted plasticity index Not applicable MR (Qld) Method Q252
Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106
Moisture content Drying oven

AS 1289.2.1.1
Cone plasticity index Not applicable AS 1289.3.3.2
Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable MR (Qld) Method Q144A
Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, MR (Qld) Method Q142A
Compaction to nominated levels Not applicable

MR (Qld) Method Q145A
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens

AS 1289.6.1.1, MR (Qld) Method Q113A
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1

MR (Qld) Method Q101
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Laboratory stabilisation of soil Cement; Lime stabilisation

MR (Qld) Method Q135A
Curing of moulded specimens Not applicable

MR (Qld) Method Q135B
Compressive strength Uniaxial unconfined MR (Qld) Method Q115
Cement content Heat of neutralisation

MR (Qld) Method Q134
Sample preparation UCS specimens - Field mix; UCS specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B
Stabiliser working time Cementitious stabilisation time MR (Qld) Method Q136A
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1

MR (Qld) Method Q060
Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete; Hardened concrete by coring

AS 1012.1, AS 1012.14

RMS (NSW) Method T375
Soils Not applicable Disturbed sampling from earthwork; 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; Site selection - Random sampling; Site selection - Random stratified sampling

AS 1289.1.2.1

MR (Qld) Method Q050, MR (Qld) Method Q060

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.