QCTS Rockhampton

Site

Rockhampton Laboratory

Accreditation No.

20737

Site No.

24885

Date of Accreditation

24 Feb 2021

Address

2/185 Berserker St
Berserker, QLD 4701
Australia

Contact

Mr Mark Jackman P: +61 0407979759

Availability

Services available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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 Particle size distribution Fines ratio; Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12, MR (Qld) Method Q253

Shape Average least dimension; Flakiness

AS 1141.15, AS 1141.20.1, AS 1141.20.2, AS 1141.20.3, MR (Qld) Method Q201

Shape Crushed faces

AS 1141.18

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

AS 1012.12.1

Compressive strength Cylinder

AS 1012.9

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; Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Penetration depth; Texture depth Ball embedment; Sand patch Austroads Method AGPT/T 250, Austroads Method AGPT/T251
Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Sieve analysis Fines ratio; Not applicable

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

Cone plasticity index; Liquid limit; Plastic limit; Plasticity index; Weighted plasticity index Casagrande; Cone

AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.3.2, AS 1289 3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q252

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 Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship; Oversize material Modified compactive effort; Oversize material treatment; Rapid; Standard compactive effort; Three compaction point

AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2, MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q143, MR (Qld) Method Q144A

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
Evaluation of geotechnical and civil construction material - Soil field density Soils Characteristic field density values; Compaction control; Degree of saturation; Density - In-situ; Dry density ratio; Field moisture content; Moisture ratio; Relative compaction Calculation; Hilf; Nuclear gauge; Sand-cone

AS 1289.5.3.1, AS 1289.5.4.1, AS 1289.5.7.1, AS 1289.5.8.1, MR (Qld) Method Q020, MR (Qld) Method Q140A, MR (Qld) Method Q141A, MR (Qld) Method Q141B, MR (Qld) Method Q146, 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 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 pre-treatment Soils Soil pre-treatment Not applicable AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Sample preparation Cement stabilisation; Lime stabilisation MR (Qld) Method Q135A
Stabiliser working time Not applicable MR (Qld) Method Q136A
Cement content Heat of neutralisation

MR (Qld) Method Q134

Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow; Disturbed soil sampling from a pavement

AS 1141.3.1

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

AS 1012.1

Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Site selection by spot sampling

AS 1289.1.2.1, MR (Qld) Method Q060, MR (Qld) Method Q061

Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050

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.