Whitsunday Regional Council

Site

Proserpine Soils Laboratory

Accreditation No.

5298

Site No.

5291

Date of Accreditation

Address

Council's Depot, Faust Street
Proserpine, QLD 4800
Australia

whitsundayrc.qld.gov.au

Contact

Mr Julian McEwan P: +61 (07) 49450695

Availability

Services conditionally available to external clients

Scope of Accreditation

Print scopes

Withdrawn

Proserpine Soils Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion Aggregates Degree of precoating Not applicable

MR (Qld) Method Q216
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis

MR (Qld) Method Q217
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Average least dimension

MR (Qld) Method Q202
Shape Flakiness

MR (Qld) Method Q201
Particle size distribution Sieve analysis AS 1141.11.1
Shape Crushed faces

MR (Qld) Method Q215
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 Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch

MR (Qld) Method Q705; Austroads Method AGPT/T250
Evaluation of geotechnical and civil construction material - Soil classification Soils Plasticity index Cone

MR (Qld) Method Q105
Linear shrinkage Not applicable

MR (Qld) Method Q106
Sieve analysis Not applicable

MR (Qld) Method Q103A
Moisture content Drying oven AS 1289.2.1.1
Liquid limit Cone four point; Cone one point

MR (Qld) Method Q104A, Q104D
Plastic limit Not applicable

MR (Qld) Method Q105
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Standard compactive effort

MR (Qld) Method Q142A
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

MR (Qld) Method Q144A
Oversize material Oversize material treatment

MR (Qld) Method Q143
Evaluation of geotechnical and civil construction material - Soil field density Soils Degree of saturation Not applicable

MR (Qld) Method Q146
Relative compaction Not applicable

MR (Qld) Method Q140A
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

MR (Qld) Methods Q101, Q101A, Q101B, Q101C
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Laboratory stabilisation of soil Cement; Lime stabilisation

MR (Qld) Method Q135A
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 Uniaxial unconfined

MR (Qld) Method Q115
Curing of moulded specimens Not applicable

MR (Qld) Method Q135B
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1; MR (Qld) Method Q060
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

AS 1012.1
Soils Not applicable Site selection - Random stratified sampling

MR (Qld) Method Q050
Not applicable Site selection by spot sampling

MR (Qld) Method Q061
Not applicable Site selection - Random sampling

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.