Geotech (S.C.) Pty Ltd

Site

Geotech (S.C.) Pty Ltd

Accreditation No.

1551

Site No.

1544

Date of Accreditation

Address

3 Bearing Avenue
Warana, QLD 4575
Australia

Contact

Mr Mel Neville Burnett P: +61 (07) 54931733

Availability

Services available to external clients

Scope of Accreditation

Withdrawn

ISO/IEC 17025 (2005)

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Withdrawn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

MR (Qld) Method Q216

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt; Weak particles contaminants Settling; Sieve analysis

AS 1141.32, AS 1141.33

MR (Qld) Method Q217

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate Weighing-in-water

AS 11141.5, AS 1141.6.1

MR (Qld) Method Q214A, Q214B

Shape Average least dimension; Crushed faces; Flakiness

AS 1141.15, AS 1141.20.1, AS 1141.20.3

MR (Qld) Methods Q201, Q202, Q215

Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, 12

Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable AS 1289.3.4.1; MR (Qld) Method Q106
Cone plasticity index; Liquid limit; Plastic limit; Plasticity index Casagrande four point; Casagrande one point; Cone four point

AS 1289.3.1.1, As 1289.3.1.2, AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.3.2, AS 1289.3.9.1

MR (Qld) Methods Q104A, Q104D, Q105

Apparent particle density

MR (Qld) Methods Q109, Q109B

Moisture content Drying oven

AS 1289.2.1.1

MR (Qld) Method Q102A

Sieve analysis

AS 1289.3.6.1

MR (Qld) Method Q103A, Q103B

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship; Minimum and maximum dry density; Oversize material Modified compactive effort; Oversize material treatment; Standard compactive effort; Three compaction point

AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2, AS 1289.5.5.1

MR (Qld) Methods Q142A, Q142B, Q142C, Q143, Q144A, Q145A

Evaluation of geotechnical and civil construction material - Soil engineering properties Soils Bearing ratio Remoulded specimens

AS 1289.6.1.1

MR (Qld) Methods Q113A, Q113B, Q113C

Dispersion Emerson class

AS 1289.3.8.1

Reactivity Shrink/swell

AS 1289.7.1.1

Penetration in-situ Dynamic cone

AS 1289.6.3.2

MR (Qld) Method Q114B

Evaluation of geotechnical and civil construction material - Soil field density Soils Characteristic field density values; Compaction control; Degree of saturation; Density - In-situ; Density index; Dry density ratio; Field moisture content; Relative compaction Calculation; Hilf; Nuclear gauge; Sand-cone

AS 1289.5.3.1, AS 1289.5.4.1, AS 1289.5.6.1, AS 12889.5.7.1, AS 1289.5.8.1

MR (Qld) Methods Q020, Q140A, Q141A, Q141B, Q146

MR (Qld) Methods NGTM N01, N02, N03

Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289.4.3.1

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1

MR (Qld) Methods Q101, Q101A, Q101B, Q101D

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Lime demand

Mr (Qld) Method Q133

Curing of moulded specimens; Laboratory stabilisation of soil Cement; Lime stabilisation

MR (Qld) Method Q135A; MR (Qld) Method Q135B

Compressive strength Uniaxial unconfined

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

MR (Qld) Methods Q060, Q061

Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

AS 1289.1.4.1, AS 1289.1.4.2

MR (Qld) Method Q050

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

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.