SGS Australia Pty Ltd

Site

Loganholme Laboratory

Accreditation No.

2418

Site No.

14961

Date of Accreditation

Address

1/10 Babdoyle Street
Loganholme, QLD 4129
Australia

sgs.com.au

Contact

Mr G Gibson P: +61 (07) 38013233

Availability

Services available to external clients

Scope of Accreditation

Print scopes

Withdrawn

Loganholme Laboratory

ISO/IEC 17025 (2005)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
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 properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12
Particle size distribution Sieve analysis

AS 1141.11.1
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 specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Curing cylinder 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 Cone four point; Cone one point

AS 1289.3.9.1; MR (Qld) Method Q104A; MR (Qld) Method Q104D
Plastic limit Not applicable

AS 1289.3.2.1;
MR (Qld) Method Q105
Sieve analysis Not applicable

AS 1289.3.6.1;
MR (Qld) Method Q103A; MR (Qld) Method Q103B
Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106
Cone plasticity index Not applicable

AS 1289.3.3.2
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
Assignment of optimum moisture content/maximum dry density (OMC/MDD); Minimum and maximum dry density Not applicable

AS 1289.5.4.2
MR (Qld) Method Q144A
Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1; MR (Qld) Method Q142A
Compaction to nominated levels Not applicable

MR (Qld) Method Q145A
Dry density/moisture content relationship; Oversize material Oversize material treatment; Rapid

MR (Qld) Method Q142C; MR (Qld) Method Q143
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
Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control Hilf

AS 1289.5.7.1
Density - In-situ Sand-cone

AS 1289.5.3.1; MR (Qld) Method Q141A; MR (Qld) Method Q141B
Density - In-situ; Field moisture content Nuclear gauge

AS 1289.5.8.1
Degree of saturation Not applicable

MR (Qld) Method Q146
Dry density ratio Calculation

AS 1289.5.4.1
Moisture ratio Measured

AS 1289.5.4.1
Relative compaction

MR (Qld) Method Q140A
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment

AS 1289.1.1; MR (Qld) Method Q101
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

MR (Qld) Method Q115
Curing of moulded specimens Not applicable

MR (Qld) Method Q135B
Laboratory stabilisation of soil Lime, cement and bitumen

MR (Qld) Method Q135A
Sample collection Aggregates Not applicable 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

AS 1012.1
Soils Not applicable Site selection by spot sampling

MR (Qld) Method Q061
Not applicable Site selection - Random stratified sampling

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; MR (Qld) Method Q060

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.