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

Scope of Accreditation

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, MR (Qld) Method Q201 (2017)

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 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

MR (Qld) Method Q102A (2016)

Plasticity index Casagrande

AS 1289.3.3.1

Sieve analysis Not applicable

AS 1141.3.6.1

MR (Qld) Method Q103A, MR (Qld) Method Q103A (2017), MR (Qld) Method Q103B (2014)

Linear shrinkage Not applicable

AS 1289.3.4.1

MR (Qld) Method Q106, MR (Qld) Method Q106 (2016)

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 Q104A (2017), MR (Qld) Method Q104D, MR (Qld) Method Q104D (2017)

Plastic limit Not applicable

AS 1289.3.2.1

MR (Qld) Method Q105, MR (Qld) Method Q105 (2016)

Moisture content Relative moisture content MR (Qld) Method Q250, MR (Qld) Method Q250 (2017)
Sieve analysis; Weighted plasticity index Fines ratio; Not applicable MR (Qld) Method Q252, MR (Qld) Method Q253
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, MR (Qld) Method Q144A (2017)

Oversize material Oversize material treatment

MR (Qld) Method Q143, MR (Qld) Method Q143 (2017)

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

MR (Qld) Method Q142A, MR (Qld) Method Q142A (2017)

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

MR (Qld) Method Q142B, MR (Qld) Method Q142B (2017)

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, MR (Qld) Method Q114B (2017)

Bearing ratio Remoulded specimens

AS 1289.6.1.1

MR (Qld) Method Q113A, MR (Qld) Method Q113A (2017), MR (Qld) Method Q113C, MR (Qld) Method Q113C (2017)

Dispersion Emerson class

AS 1289.3.8.1

Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In-situ Sand-cone

AS 1289.5.3.1

MR (Qld) Method Q141B, MR (Qld) Method Q141B (2017)

Degree of saturation Not applicable

MR (Qld) Method Q146, MR (Qld) Method Q146 (2017)

Density - In-situ Nuclear gauge

AS 1289.5.8.1

MR (Qld) Method Q141A, MR (Qld) Method Q141A (2014), 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, MR (Qld) Method Q020 (2017)
Relative compaction Not applicable

MR (Qld) Method Q140A, MR (Qld) Method Q140A (2017)

Moisture ratio Measured

AS 1289.5.4.1

Field moisture content Nuclear gauge

AS 1289.5.8.1

MR (Qld) Method Q141A, MR (Qld) Method Q141A (2014)

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 pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1

MR (Qld) Method Q101, MR (Qld) Method Q101 (2016), MR (Qld) Method Q101A, MR (Qld) Method Q101A (2014), MR (Qld) Method Q101B, MR (Qld) Method Q101B (2014), MR (Qld) Method Q101C, MR (Qld) Method Q101C (2014), MR (Qld) Method Q101D, MR (Qld) Method Q101D (2014)

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, MR (Qld) Method Q050 (2017)

Not applicable Site selection by spot sampling

MR (Qld) Method Q061, MR (Qld) Method Q061 (2017)

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, MR (Qld) Method Q060 (2017)

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.