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Geotechnical Services (Wide Bay) Pty Ltd

Site

Geotechnical Services (Wide Bay) Pty Ltd Bundaberg

Accreditation No.

20956

Site No.

22074

Date of Accreditation

01 Jul 2021

Address

10 Campbell Street
Bundaberg East, QLD 4670
Australia

Contact

Mr Elliot Levingston P: +61 (07) 41283213

Availability

Services available to external clients

Scope of Accreditation

Print scopes

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure
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 binder adhesion	Aggregates	Degree of precoating	Not applicable	MR (Qld) Method Q216
Evaluation of geotechnical and civil construction material - Aggregate contaminants	Aggregates	Organic impurities	Colour test	AS 1141.34
		Clay and fine silt	Settling	AS 1141.33
		Weak particles contaminants	Sieve analysis	AS 1141.32
Evaluation of geotechnical and civil construction material - Aggregate properties	Aggregates	Particle size distribution	Sieve analysis	AS 1141.11.1
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	Not applicable	AS 1012.3.1
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties	Concrete, grout and mortar	Compressive strength	Cube	AS 1012.9
		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 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 - Soil classification	Soils	Sieve analysis	Not applicable	MR (Qld) Methods Q103A
		Moisture content	Drying oven	AS 1289.2.1.1
		Liquid limit	Cone one point	MR (Qld) Method Q104D
		Liquid limit	Cone four point	MR (Qld) Method Q104A
		Linear shrinkage	Not applicable	MR (Qld) Method Q106
		Plasticity index	Cone	MR (Qld) Method Q105
		Plastic limit	Not applicable	MR (Qld) Method Q105
Evaluation of geotechnical and civil construction material - Soil compaction characteristics	Soils	Assignment of optimum moisture content/maximum dry density (OMC/MDD)	Not applicable	AS 1289.5.4.2, MR (Qld) Method Q144A
		Compaction to nominated levels	Not applicable	MR (Qld) Method Q145A
		Dry density/moisture content relationship	Standard compactive effort	AS 1289.5.1.1, MR (Qld) Method Q142A
		Oversize material	Oversize material treatment	MR (Qld) Method Q143
Evaluation of geotechnical and civil construction material - Soil field density	Soils	Relative compaction	Not applicable	MR (Qld) method Q140A
		Compaction control	Hilf	AS 1289.5.7.1
		Characteristic field density values	Not applicable	MR (Qld) Method Q020
		Density - In-situ	Sand-cone	AS 1289.5.3.1, MR (Qld) Method Q141B
		Degree of saturation	Not applicable	MR (Qld) Method Q146
		Field moisture content	Nuclear gauge	AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N02
		Density - In-situ	Nuclear gauge	AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N03
		Dry density ratio	Calculation	AS 1289.5.4.1
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, MR (Qld) Method Q101C, MR (Qld) Method Q101D, MR (Qld) Method Q101E
Evaluation of geotechnical and civil construction material - Soil stabilisation	Soils	Curing of moulded specimens; Laboratory stabilisation of soil; Sample preparation	Cement stabilisation; Lime stabilisation; UCS specimens - Field mix; UCS specimens - Laboratory mix	MR (Qld) Method Q135A, MR (Qld) Method Q135B, MR (Qld) Method Q251A, MR (Qld) Method Q251B
Sample collection	Aggregates	Not applicable	Site selection - Random stratified sampling	MR (Qld) Method Q050
		Not applicable	Site selection - Random sampling	MR (Qld) Method Q050
		Not applicable	Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck	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	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 from an open-drive; Disturbed soil sampling in-situ	AS 1289.1.2.1

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