Toowoomba Regional Council

Site

Charlton Soil Laboratory

Accreditation No.

9725

Site No.

9718

Date of Accreditation

23 Jan 1996

Address

24 Nass Road
Charlton, QLD 4350
Australia

tr.qld.gov.au

Contact

Mr Dewayne Gibbs P: +61 0407047656

Availability

Services conditionally 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 properties Aggregates Shape Flakiness

MR (Qld) Method Q201

Shape Average least dimension

MR (Qld) Method Q202

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 specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Plastic limit Not applicable

MR (Qld) Method Q105

Liquid limit Cone one point

MR (Qld) Method Q104D

Moisture content Drying oven AS 1289.2.1.1
Linear shrinkage Not applicable

MR (Qld) Method Q106

Sieve analysis Not applicable

AS 1141.11.1,

MR (Qld) Method Q103A

Plasticity index Cone

MR (Qld) Method Q105

Liquid limit Cone four point

MR (Qld) Method Q104A

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

MR (Qld) Method Q144A

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

MR (Qld) Method Q142A, MR (Qld) Method Q142B

Evaluation of geotechnical and civil construction material - Soil field density Soils Characteristic field density values Not applicable

MR (Qld) Method Q020

Relative compaction Not applicable

MR (Qld) Method Q140A

Degree of saturation Not applicable

MR (Qld) Method Q146

Density - In-situ Sand-cone

MR (Qld) Method Q141B

Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone MR (Qld) Method Q114B
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens 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 Q101D

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow

AS 1141.3.1, MR (Qld) Method Q060

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

AS 1012.1

Soils Not applicable Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow

AS 1289.1.2.1

Not applicable Site selection - Random stratified sampling

MR (Qld) Method Q050 except clauses 7 and 9

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.