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

Construction Sciences Pty Ltd address map

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 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 Water absorption of coarse aggregate Not applicable

AS 1141.6.1

Water absorption of fine aggregate Not applicable

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

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

Particle density of fine aggregate Weighing-in-water

AS 1141.5

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 - Soil classification Soils 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

Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105

Moisture content Drying oven

AS 1289.2.1.1

Sieve analysis Fines ratio

AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253

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

Cone plasticity index Not applicable AS 1289.3.3.2
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,
MR (Qld) Method Q168
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 Compressive strength Uniaxial unconfined MR (Qld) Method Q115
Stabiliser working time Cementitious stabilisation time MR (Qld) Method Q136A
Cement content Heat of neutralisation

MR (Qld) Method Q134

Sample preparation UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B
Laboratory stabilisation of soil Cement; Lime stabilisation

MR (Qld) Method Q135A

Curing of moulded specimens Not applicable

MR (Qld) Method Q135B

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

AS 1141.3.1

MR (Qld) Method Q060

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.