ASCT North QLD Pty Ltd

ASCT Rockhampton

Site

ASCT Rockhampton

Accreditation No.

21082

Site No.

25359

Date of Accreditation

27 Oct 2022

Address

Shed 4, 90-92 Hollingsworth Street
Kawana, QLD 4701
Australia

asct.com.au

Contact

Mr Alexander Paynter P: +61 0482681995

Availability

Services available to external clients

ASCT North QLD Pty Ltd address map

Scope of Accreditation

Print scopes
ASCT Rockhampton

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 Weak particles contaminants Sieve analysis AS 1141.32
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Flakiness AS 1141.15, MR (Qld) Method Q201
Water absorption of coarse aggregate Weighing-in-water AS 1141.6.1
Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12

Shape Crushed faces AS 1141.18
Bulk density Gravimetric

AS 1141.4

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

AS 1012.12.1, AS 1012.12.2

Mass per unit volume - Fresh concrete In situ measurement using fixed volume measure AS 1012.5
Compressive strength Core; Cube; Cylinder

AS 1012.9, AS 1012.14

Air content of freshly mixed concrete Reduced air pressure AS 1012.4.2
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen conditioning Dry conditioning of hardened concrete core specimens; Wet conditioning of hardened concrete core specimens AS 1012.14
Specimen manufacture and curing Curing cylinder specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; In situ manufacture and curing of cylindrical specimens

AS 1012.8.1, AS 1012.8.3

Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis; Weighted plasticity index Fines ratio

AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q252, MR (Qld) Method Q253

Plasticity index Casagrande

AS 1289.3.3.1

Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105

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 Q104D
Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Moisture content Drying oven; Relative moisture content

AS 1289.2.1.1, 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
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2, MR (Qld) Method Q144A

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

Oversize material Oversize material treatment

MR (Qld) Method Q143

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

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 Compaction control Hilf

AS 1289.5.7.1

Relative compaction Not applicable MR (Qld) Method Q140A
Density index; Dry density ratio; Moisture ratio Calculation

AS 1289.5.4.1, AS 1289.5.6.1

Degree of saturation Not applicable MR (Qld) Method Q146
Characteristic field density values Not applicable MR (Qld) Method Q020
Density - In situ 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

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration depth Ball embedment Austroads Method AGPT/T251
Penetration in situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.2, AS 1289.6.3.3, 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 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 stabilisation Soils Compressive strength; Curing of moulded specimens; Laboratory stabilisation of soil Lime, cement and bitumen; Uniaxial unconfined MR (Qld) Method Q115, MR (Qld) Method Q135A, MR (Qld) Method Q135B
Cement content Heat of neutralisation MR (Qld) Method Q134
Sample preparation Preparation and compaction of soil; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B, MR (Qld) Method Q251C
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1

Not applicable Site selection by spot sampling MR (Qld) Method Q061
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

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

AS 1289.1.2.1, MR (Qld) Method Q060

Not applicable Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050, MR (Qld) Method Q061
Lotus Creek Windfarm Annex Facility

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 The Lotus Creek Windfarm Annex Facility, Site No 27065 is established from 24 March 2025 until 23 March 2026 for Lotus Creek Windfarm, for Dundrum Civil Pty Ltd contract LCWF-01

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.