South Burnett Regional Council

Site

South Burnett Regional Council Materials Laboratory

Accreditation No.

11362

Site No.

11355

Date of Accreditation

02 Feb 1996

Address

Ivins Street
Kingaroy, QLD 4610
Australia

southburnett.qld.gov.au

Contact

Mr Corey Scott P: +61 0427171826

Availability

Services available to external clients

South Burnett Regional Council address map

Scope of Accreditation

Print scopes
South Burnett Regional Council Materials Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

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 AS 1141.32
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Average least dimension; Crushed faces; Flakiness; Sieve analysis

MR (Qld) Method Q201, 

AS 1141.15, AS 1141.11.1, AS 1141.18, AS 1141.20.3 

Particle size distribution; Shape Crushed faces; Sieve analysis AS 1141.18, AS 1141.11.1
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate MR (Qld) Method Q208B
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

AS 1012.12.1

Compressive strength Cube; Cylinder

AS 1012.9

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 Penetration depth; Texture depth Ball embedment; Sand patch Austroads Method AGPT/T250, Austroads Method AGPT/T251
Evaluation of geotechnical and civil construction material - Soil classification Soils Weighted plasticity index Not applicable MR (QLD) Method Q252
Moisture content; Sieve analysis Drying oven; Relative moisture content

AS 1289.2.1.1, 

MR (Qld) Method Q103A, MR (Qld) Method Q250

Linear shrinkage; Liquid limit; Plastic limit; Plasticity index Cone; Cone four point; Cone one point

MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Compaction to nominated levels; Oversize material Oversize material treatment

MR (Qld) Method Q145A, MR (Qld) Method Q143

Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, MR (Qld) Method Q142A,

AS 1289.5.2.1,MR (Qld) Method Q142B,
AS 1289.5.4.2, MR (Qld) Method Q144A
Evaluation of geotechnical and civil construction material - Soil field density Soils Characteristic field density values; Degree of saturation; Dry density ratio; Relative compaction Calculation

MR (Qld) Method Q140A, MR (Qld) Method Q146, MR (Qld) Method Q020,

AS 1289.5.4.1
Density - In situ Nuclear gauge; Sand-cone

AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02,

AS 1289.5.3.1, MR (Qld) Method Q141B
Field moisture content Nuclear gauge

AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method 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 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, MR (Qld) Method Q101C, MR (Qld) Method Q101D

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength; Curing of moulded specimens; Density decay correction factor for granular materials; Laboratory stabilisation of soil; Sample preparation Cement stabilisation; Modified compaction - UCS (unconfined compression strength) specimens; Standard compaction - UCS (unconfined compression strength) specimens; Uniaxial unconfined MR (Qld) Method Q115, MR (Qld) Method Q251A, MR (Qld) Method Q251B, MR (Qld) Method Q135A, MR (Qld) Method Q135B
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; 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 deposited concrete

AS 1012.1

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

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

MR (Qld) Method Q061, MR (Qld) Method Q050,

AS 1289.1.4.1, AS 1289.1.4.2
Fixed Remote Site – Mundubberra

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Standard compactive effort MR (Qld) Method Q142A

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