ASCT Brisbane South Pty Ltd - Brisbane South

Site

Brisbane South

Accreditation No.

19902

Site No.

23283

Date of Accreditation

02 Mar 2016

Address

15-19 Elliott Court
Hillcrest, QLD 4118
Australia

asct.com.au

Contact

Mr Jason McKenna P: +61 0437776582

Availability

Services available to external clients

ASCT Brisbane South Pty Ltd - Brisbane South address map

Scope of Accreditation

Print scopes
Brisbane South

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 contaminants Aggregates Foreign material in recycled aggregate; Weak particles contaminants Manual classification; Sieve analysis

AS 1141.32,

MR (Qld) Method Q477,

RMS (NSW) Method T276,

TfNSW TS 02799.51

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1,

AS 1141.12

Shape Average least dimension; Crushed faces; Flakiness

AS 1141.15,

AS 1141.18,

AS 1141.20.3,

MR (Qld) Method Q201

Particle density of coarse aggregate; Particle density of fine aggregate Weighing-in-water

AS 1141.5,

AS 1141.6.1

Bulk density Compacted; Uncompacted

AS 1141.4

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
Aggregate crushing value Not applicable AS 1141.21
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 Core; Cube; Cylinder

AS 1012.9,

AS 1012.14

Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS 1012.12.1,

AS 1012.12.2

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen conditioning; Specimen manufacture and curing Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; Wet conditioning of hardened concrete core specimens

AS 1012.8.1,

AS 1012.14

Evaluation of geotechnical and civil construction material - Soil classification Soils Cone plasticity index; Plastic limit; Plasticity index; Weighted plasticity index Casagrande; Cone

AS 1289.3.2.1

AS 1289.3.3.1,

AS 1289.3.3.2,

MR (Qld) Method Q105,

MR (Qld) Method Q252
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

Apparent particle density Not applicable

AS 1289.3.5.1

Linear shrinkage Not applicable

AS 1289.3.4.1,

MR (Qld) Method Q106

Sieve analysis Fines ratio

AS 1289.3.6.1,

MR (Qld) Method Q103A,

MR (Qld) Method Q253
Moisture content Correlation; Drying oven; Microwave oven; Relative moisture content

AS 1289.2.1.1,

AS 1289.2.1.4, 

AS 1289.2.3.1,

MR (Qld) Method Q250
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Oversize material Oversize material treatment

MR (Qld) Method Q143

Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1,

AS 1289.5.2.1,

MR (Qld) Method Q142A, 

MR (Qld) Method Q142B

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 dispersion Soils Dispersion Emerson class AS 1289.3.8.1, MR (Qld) Method Q168
Evaluation of geotechnical and civil construction material - Soil field density Soils Density index Not applicable

AS 1289.5.6.1

Characteristic field density values Not applicable

MR (Qld) Method Q020

Density - In situ; Field moisture content Nuclear gauge; Sand-cone

AS 1289.5.3.1,

AS 1289.5.8.1,

MR (Qld) Method Q141A, 

MR (Qld) Method Q141B,

MR (Qld) Method NGTM N01, 

MR (Qld) Method NGTM N02, 

MR (Qld) Method NGTM N03

Compaction control Hilf

AS 1289.5.7.1

Degree of saturation Not applicable

MR (Qld) Method Q146

Moisture ratio Measured

AS 1289.5.4.1,

MR (Qld) Method Q140A

Dry density ratio Calculation

AS 1289.5.4.1,

MR (Qld) Method Q140A

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 Q113B,
MR (Qld) Method Q113C
Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289 4.3.1

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

AS 1289.1.1, MR (Qld) Method Q255,
MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D, MR (Qld) Method Q101G, MR (Qld) Method Q101H, MR (Qld) Method Q101J

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Sample preparation UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q251A,
MR (Qld) Method Q251B
Compressive strength; Drying shrinkage of cement treated material; Sample preparation; Stabiliser working time Cement stabilisation; Cementitious stabilisation time; Lime stabilisation; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q115, MR (Qld) Method Q135B, MR (Qld) Method Q136A
Cement content; Lime content Heat of neutralisation MR (Qld) Method Q134
Laboratory stabilisation of soil Cement; Lime stabilisation

MR (Qld) Method Q135A

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Site selection by spot sampling

AS 1141.3.1,

MR (Qld) Method Q060,

MR (Qld) Method Q061

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

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 from an open-drive; Disturbed soil sampling in situ; Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling

AS 1289.1.2.1,

AS 1289.1.4.2,

MR (Qld) Method Q050, 

MR (Qld) Method Q061

CQ1105-0206: Gore Highway Annex

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility 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 Q1105 - Gore Highway Annex Facility, Site No. 26909 is established from 25 September 2024 until 30 January 2025
Project title: Gore Highway Millmerran – Goondiwindi Wyaga Creek Flood Improvement for Civil Mining and Construction Pty Ltd. Contract No. CQ1105-0206.

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.