Soil Engineering Services - Brisbane Laboratory

Site

Brisbane Laboratory

Accreditation No.

19460

Site No.

22349

Date of Accreditation

Address

7/20 Spine St
Sumner, QLD 4074
Australia

soilengineeringservices.com.au

Contact

Mr David Sankey P: +61 0422250275

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Withdrawn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Withdrawn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 Not applicable

MR (Qld) Method Q216

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis

AS 1141.32; MR (Qld) Method Q217

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Shape Crushed faces

MR (Qld) Method Q215

Shape Average least dimension

AS 1141.20.3; MR (Qld) Method Q202

Bulk density Compacted

AS 1141.4; MR (Qld) Method Q221B

Shape Flakiness

AS 1141.15; MR (Qld) Method Q201

Particle size distribution Sieve analysis

AS 1141.11.1

Bulk density Uncompacted

AS 1141.4; MR (Qld) Method Q221A

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

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 Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven

AS 1289.2.1.1; MR (Qld) Method Q102A

Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.9.1; AS 1289.3.9.2; MR (Qld) Method Q104A;  MR (Qld) Method Q104D  

Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A; MR (Qld) Method Q103B

Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105

Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106

Plasticity index Casagrande

AS 1289.3.3.1

Plasticity index Cone

MR (Qld) Method Q105

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1; MR (Qld) Method Q142B

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Oversize material Oversize material treatment

MR (Qld) Method Q143

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1; MR (Qld) Method Q142A

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 engineering properties Soils Bearing ratio Remoulded specimens

AS 1289.6.1.1; MR (Qld) Method Q113A; MR (Qld) Method Q113B; MR (Qld) Method Q113C

Penetration in-situ Dynamic cone

AS 1289.6.3.2

Evaluation of geotechnical and civil construction material - Soil field density Soils Dry density ratio Calculation

AS 1289.5.4.1

Density - In-situ Sand-cone

AS 1289.5.3.1; MR (Qld) Method Q141B

Field moisture content Nuclear gauge AS 1289.5.8.1; MR (Qld) Method Q141A; NGTM Method N02
Density - In-situ Nuclear gauge AS 1289.5.8.1; MR (Qld) Method Q141A; NGTM Method N01, 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 pre-treatment Soils Soil pre-treatment Not applicable

AS1289.1.1; MR (Qld) Method Q101

Sample collection Aggregates Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Not applicable Site selection - Random sampling

MR (Qld) Method Q050

Not applicable Aggregate from a bin; Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow

AS 1141.3.1; MR (Qld) Method Q060

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

Soils Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Not applicable Site selection - Random sampling

AS 1289.1.4.1; MR (Qld) Method Q050

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;MR (Qld) Method Q060

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