Engeo (Australia) Pty Ltd

Engeo Laboratory Services Pty Ltd

Site

Yatala

Engeo

Accreditation No.

21366

Site No.

25744

Date of Accreditation

11 Feb 2025

Address

Unit 3, 12 Nyholt Drive
Yatala, QLD 4207
Australia

engeo.com.au

Contact

Mr Daniel Dobe P: +61 0400746962

Availability

Services available to external clients

Engeo (Australia) Pty Ltd address map

Scope of Accreditation

Print scopes
Yatala

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Fines ratio; Sieve analysis AS1141.11.1,
MR (Qld) Method Q252
Particle density of coarse aggregate; Water absorption of coarse aggregate Not applicable; Weighing-in-water AS 1141.6.1
Shape Average least dimension; Crushed faces; Flakiness AS 1141.15,
AS 1141.18,
AS 1141.20.3,
MR (Qld) Method Q201
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate AS 1141.25.2,
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 - Asphalt performance Asphalts Bond strength Torsional shear MR (Qld) Method Q721
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Bond strength Torsional shear MR (Qld) Method Q721
Evaluation of geotechnical and civil construction material - Pavement shape Road pavements Rut depth Straight edge MR (Qld) Method Q712
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch Austroads Method AGPT/T250
Evaluation of geotechnical and civil construction material - Rock properties Rocks Moisture content Drying oven AS 4133.1.1.1

Point load strength index In situ measurement; Laboratory measurement AS 4133.4.1
Evaluation of geotechnical and civil construction material - Rock strength and deformation Rocks Compressive strength Uniaxial load rate controlled; Uniaxial strain rate controlled AS 4133.4.2.1,
AS 4133.4.2.2.
Evaluation of geotechnical and civil construction material - Soil classification Soils Particle density Gravimetric AS 1289.3.5.1 (2006)
Cone plasticity index Not applicable AS 1289.3.3.2

Moisture content Drying oven; Relative moisture content AS 1289.2.1.1,
MR (Qld) Method Q250



Plastic limit Not applicable AS 1289.3.2.1,
MR (Qld) Method Q105


Liquid limit Casagrande four point; Casagrande one point AS 1289.3.1.1,
AS 1289.3.1.2,
Liquid limit Cone four point; Cone one point AS 1289.3.9.1,
AS 1289.3.9.2,
MR (Qld) Method Q104A,
MR (Qld) Method Q104D.

Plasticity index Casagrande; Cone AS 1289.3.3.1,
MR (Qld) Method Q105.
Description, identification and classification Not applicable AS 1726 Tables 9 and 10 (Laboratory tests only)

Sieve analysis Fines ratio; Not applicable AS 1289.3.6.1,
MR (Qld) Method Q103A,
MR (Qld) Method Q253.
Linear shrinkage Not applicable AS 1289.3.4.1,
MR (Qld) Method Q106.
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Compaction to nominated levels Not applicable MR (Qld) Method Q145A

Dry density/moisture content relationship Modified compactive effort; Standard compactive effort AS 1289.5.2.1,
MR (Qld) Method Q142B,
AS 1289.5.1.1,
MR (Qld) Method Q142A.
Minimum and maximum dry density Not applicable AS 1289.5.5.1

Oversize material Oversize material treatment MR (Qld) Method Q143

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable AS 1289.5.4.2
MR (Qld) Method Q144A
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 Dry density ratio Calculation; Measured AS 1289.5.4.1


Density - In situ Nuclear gauge AS 1289.5.8.1,
MR (Qld) Method Q141A,
MR (Qld) Method NGTM N01,
MR (Qld) Method NGTM N02,
MR (Qld) Method NGTM N03.
Characteristic field density values Not applicable MR (Qld) Method Q020
Density - In situ Sand-cone AS 1289.5.3.1
MR (Qld) Method Q141B
Compaction control Hilf AS 1289.5.7.1

Relative compaction Not applicable MR (Qld) Method Q140A
Degree of saturation Not applicable MR (Qld) Method Q146

Moisture ratio Measured AS 1289.5.4.1

Density index Not applicable AS 1289.5.6.1

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
Penetration depth Ball embedment Austroads Method AGPT/T251
Evaluation of geotechnical and civil construction material - Soil in situ strength Soils Shear strength - In situ Vane AS 1289.6.2.1

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 natural contaminants Soils Acidity pH AS1289.4.3.1

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,
MR (Qld) Method Q101F,
MR (Qld) Method Q101G,
MR (Qld) Method Q101H,
MR (Qld) Method Q101I,
MR (Qld) Method Q101J

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1

Evaluation of geotechnical and civil construction material - Soil sample preparation Soils Preparation of disturbed samples 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,
MR (Qld) Method Q101F,
MR (Qld) Method Q101G,
MR (Qld) Method Q101H,
MR (Qld) Method Q101I,
MR (Qld) Method Q101J,
MR (Qld) Method Q255

Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a conveyor belt; Aggregate from a conveyor belt - Mechanical samplers; Aggregate from a stockpile; Aggregate from a truck AS 1141.3.1,
MR (Qld) Method Q060.
Asphalts Not applicable Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique AS 2891.1.1 clause 7.2,
AS 2891.1.2 clause 7.3.
Soils Not applicable Dry coring of bound materials MR(Qld) Method Q070
Not applicable Site selection - Random sampling; Site selection - Random stratified sampling; Site selection - Systematic random stratified sampling; Site selection by spot sampling AS 1289.1.4.1
AS 1289.1.4.2,
MR (Qld) Method Q050,
MR (Qld) Method Q061

Not applicable Disturbed sampling from earthwork; Disturbed soil sampling by hand auger; 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 AS 1289.1.2.1

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.

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