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ADE Consulting Group Pty Ltd

Site

ADE Consulting Group

Accreditation No.

21005

Site No.

25291

Date of Accreditation

15 Jul 2022

Address

Unit 10, 53 Metroplex Avenue
Murarrie, QLD 4172
Australia

ade.group

Contact

Mr Joseph Langley P: +61 0420306097

Availability

Services available to external clients

ADE Consulting Group Pty Ltd address map

Scope of Accreditation

Print scopes

ADE Consulting Group

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service	Product	Determinant	Technique	Procedure
Evaluation of geotechnical and civil construction material - Aggregate contaminants	Aggregates	Clay and fine silt	Settling	AS 1141.33
		Organic impurities	Colour test	AS 1141.34
		Weak particles contaminants	Sieve analysis	AS 1141.32
		Foreign material in recycled aggregate	Manual classification	TfNSW T276 TfNSW TS 02799.51
Evaluation of geotechnical and civil construction material - Aggregate properties	Aggregates	Shape	Crushed faces; Flakiness; Proportional calliper	AS 1141.14, . AS 1141.15, AS 1141.18, MR (Qld) Method Q201.
		Particle size distribution	Sieve analysis	AS 1141.11.1 MR (Qld) Method Q103A, MR (Qld) Method Q252,
		Particle density of fine aggregate	Weighing-in-water	AS 1141.5
		Particle size distribution	Sieve analysis of material finer than 75 µm	AS 1141.12
		Particle density of coarse aggregate	Weighing-in-water	AS 1141.6.1
		Bulk density	Compacted; Uncompacted	AS 1141.4
Evaluation of geotechnical and civil construction material - Aggregate soundness	Aggregates	Soundness	Degradation factor on coarse aggregate	AS 1141.25.2 MR (Qld) Method Q208B
		Soundness	Exposure to sodium sulfate solution	AS 1141.24
Evaluation of geotechnical and civil construction material - Aggregate strength	Aggregates	Aggregate crushing value	Not applicable	AS 1141.21
		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	Compressive strength	Cube; Cylinder	AS 1012.9
		Mass per unit volume - Hardened concrete	Dimensions	AS 1012.12.1
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 - Soil classification	Soils	Plasticity index	Cone	MR (Qld) Method Q105
		Linear shrinkage	Not applicable	MR (Qld) Method Q106,
		Sieve analysis	Not applicable	AS 1289.3.6.1 MR (Qld) Method Q103A, MR (Qld) Method Q253
		Linear shrinkage	Not applicable	AS 1289.3.4.1
		Liquid limit	Casagrande four point	AS 1289.3.1.1
		Moisture content	Drying oven	AS 1289.2.1.1
		Plastic limit	Not applicable	AS 1289.3.2.1
		Liquid limit	Casagrande one point	AS 1289.3.1.2
		Plasticity index	Casagrande	AS 1289.3.3.1
		Particle density	Gravimetric	AS 1289.3.5.1 (2006)
		Liquid limit	Cone four point; Cone one point	MR (Qld) Method Q104A, MR (Qld) Method Q104D,
Evaluation of geotechnical and civil construction material - Soil compaction characteristics	Soils	Oversize material	Oversize material treatment	MR (Qld) Method Q143,
		Dry density/moisture content relationship; Maximum dry density; Minimum and maximum dry density	Modified compactive effort; Standard compactive effort; Three compaction point	AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.5.1
		Dry density/moisture content relationship	Modified compactive effort	MR (Qld) Method Q142B,
		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	MR (Qld) Method Q142A,
Evaluation of geotechnical and civil construction material - Soil dispersion	Soils	Dispersion	Emerson class	AS 1289.3.8.1 MR (Qld) Method Q168
Evaluation of geotechnical and civil construction material - Soil field density	Soils	Density - In situ	Nuclear gauge	AS 1289.5.8.1
		Density - In situ	Sand-cone	MR (Qld) Method Q141B
		Compaction control	Hilf	AS 1289.5.7.1
		Moisture ratio	Measured	AS 1289.5.4.1
		Density - In situ	Nuclear gauge	MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02, MR (Qld) NGTM Method N03
		Degree of saturation	Not applicable	MR (Qld) Method Q146,
		Characteristic field density values	Not applicable	MR (Qld) Method Q020,
		Relative compaction	Not applicable	MR (Qld) Method Q140A,
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	AS 1289.6.1.1
		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
		Soil pre-treatment	Accelerated weathering pre-treatment; Repeated compaction pre-treatment	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 reactivity	Soils	Reactivity	Shrink/swell	AS1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil sample preparation	Soils	Preparation of disturbed samples	Not applicable	MR (Qld) Method Q255
Evaluation of geotechnical and civil construction material - Soil stabilisation	Soils	Compressive strength; Laboratory stabilisation of soil; Sample preparation; Stabiliser working time	UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix; Uniaxial unconfined	MR (Qld) Method Q135A, MR (Qld) Method Q135B, MR (Qld) Method Q251A, MR (Qld) Method Q251B, MR (Qld) Method Q251C, MR (Qld) Method Q136A, MR (Qld) Method Q115
Sample collection	Aggregates	Not applicable	Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow	AS 1141.3.1
		Not applicable	Aggregate from a stockpile; Site selection by spot sampling	MR (Qld) Method Q060, MR (Qld) Method Q061
	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; Disturbed soil sampling from a windrow; Disturbed soil sampling in situ	AS 1289.1.2.1
		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; Site selection - Random stratified sampling	AS 1289.1.4.1, AS 1289.1.4.2 MR (Qld) Method Q050

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