AMB Geotech SQS Pty Ltd

Site

Richlands Laboratory

Accreditation No.

2911

Site No.

22410

Date of Accreditation

01 Jun 2017

Address

1/30 Kelliher Road
Richlands, QLD 4077
Australia

sqs.net.au

Contact

Mr Jason Condran P: +61 (07) 32848766

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Withdrawn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Withdrawn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 properties Aggregates Shape Average least dimension

AS 1141.20.1; AS 1141.20.2; AS 1141.20.3

MR (Qld) Method Q202

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

MR (Qld) Method Q142C

Sample collection Concrete, grout and mortar Not applicable Hardened concrete by coring

AS 1012.14

ISO/IEC 17025 (2017)

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Withdrawn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 Shape Flakiness

AS 1141.15; MR (Qld) Method Q201

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 In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106

Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A

Liquid limit Casagrande one point

AS 1289.3.1.2

Liquid limit Cone one point

AS 1289.3.9.2; MR (Qld) Method Q104D

Liquid limit Casagrande four point

AS 1289.3.1.1

Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105

Moisture content; Weighted plasticity index Relative moisture content MR (Qld) Method Q250, MR (Qld) Method Q252, MR (Qld) Method Q253
Moisture content Drying oven

AS 1289.2.1.1

Liquid limit Cone four point

AS 1289.3.9.1; MR (Qld) Method Q104A

Plasticity index Casagrande

AS 1289.3.3.1

Plasticity index Cone

AS 1289.3.3.2; MR (Qld) Method Q105

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils 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

Oversize material Oversize material treatment

MR (Qld) Method Q143

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) Not applicable

AS 1289.5.4.2; MR (Qld) Method Q144A

Evaluation of geotechnical and civil construction material - Soil field density Soils Moisture ratio Measured

AS 1289.5.4.1

Compaction control Hilf

AS 1289.5.7.1

Density - In-situ Nuclear gauge

AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Methods N01, N03

Degree of saturation Not applicable

MR (Qld) Method Q146

Dry density ratio Calculation

AS 1289.5.4.1

Characteristic field density values Not applicable

MR (Qld) Method Q020

Relative compaction Not applicable

MR (Qld) Method Q140A

Density index Not applicable

AS 1289.5.6.1

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; MR (Qld) NGTM Method N02

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
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 Q113C
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

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 Cement; Lime stabilisation

MR (Qld) Method Q135A

Sample preparation UCS specimens - Field mix; UCS specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1; MR (Qld) Method Q060

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

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

AS 1012.1

Soils 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 stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ

AS 1289.1.2.1; MR (Qld) Method Q060

Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2; MR (Qld) Method Q050

Not applicable Site selection - Systematic random stratified sampling

MR (Qld) Method Q050

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

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.