Construction Sciences Pty Ltd

Site

Moranbah Laboratory

Accreditation No.

1986

Site No.

14892

Date of Accreditation

02 Jan 2003

Address

36 Goonyella Road
Moranbah, QLD 4744
Australia

constructionsciences.net

Contact

Mr Grant Coleman P: +61 (07) 49524750

Availability

Services available to external clients

Construction Sciences Pty Ltd address map

Scope of Accreditation

Print scopes
Moranbah 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 Techniques defined by all or some for which the site is accredited
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Uncompacted

AS 1141.4

Particle size distribution Sieve analysis

AS 1141.11.1

Shape Flakiness

AS 1141.15

MR (Qld) Method Q201

Bulk density Compacted

AS 1141.4

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 properties Concrete, grout and mortar Compressive strength Cube; Cylinder

AS 1012.9 

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

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


Sieve analysis; Weighted plasticity index Fines ratio; Not applicable MR (Qld) Method Q252, MR (Qld) Method Q253
Sieve analysis Not applicable

AS 1141.3.6.1

MR (Qld) Method Q103A

Linear shrinkage Not applicable

AS 1289.3.4.1

MR (Qld) Method Q106

Plasticity index Casagrande; Cone

AS 1289.3.3.1, AS 1289.3.3.2

Plastic limit Not applicable

AS 1289.3.2.1

MR (Qld) Method Q105

Moisture content Relative moisture content MR (Qld) Method Q250
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

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

MR (Qld) Method Q144A

Oversize material Oversize material treatment

MR (Qld) Method Q143

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

MR (Qld) Method Q142A

 Mobile capability for MR (Qld) Method Q142A
Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

MR (Qld) Method Q142B

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 field density Soils Density - In situ Nuclear gauge

AS 1289.5.8.1

MR (Qld) Method Q141A, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03

Characteristic field density values Not applicable MR (Qld) Method Q020
Degree of saturation Not applicable

MR (Qld) Method Q146

Density - In situ Sand-cone

AS 1289.5.3.1

MR (Qld) Method Q141B

Relative compaction Not applicable

MR (Qld) Method Q140A

Field moisture content Nuclear gauge

AS 1289.5.8.1

MR (Qld) Method Q141A

Moisture ratio Measured

AS 1289.5.4.1

Compaction control Hilf

AS 1289.5.7.1

Dry density ratio Calculation

AS 1289.5.4.1

Density index Not applicable

AS 1289.5.6.1

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

AS 1289.6.3.2
MR (Qld) Method Q114B

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, MR (Qld) Method Q113C

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

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

AS 1141.3.1

Concrete, grout and mortar Not applicable Fresh concrete from deposited concrete

AS 1012.1

Soils 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

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

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.