AMB Geotech SQS Pty Ltd

Site

Chinchilla Laboratory

Accreditation No.

2911

Site No.

2904

Date of Accreditation

30 May 1990

Address

15 Malduf Street
Chinchilla, QLD 4413
Australia

sqs.net.au

Contact

Mr Jake Lawton P: +61 (07) 46689716

Availability

Services available to external clients

AMB Geotech SQS Pty Ltd address map

Scope of Accreditation

Print scopes
Chinchilla Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

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 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

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Flakiness

AS 1141.15,
MR (Qld) Method Q201

Particle size distribution Sieve analysis

AS 1141.11.1

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

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 - 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 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 Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch

Austroads Method AG:PT/T250

Penetration depth Ball embedment

Austroads Method AG:PT/T251

Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Casagrande one point

AS 1289.3.1.2

Liquid limit Casagrande four point

AS 1289.3.1.1

Plastic limit Not applicable

AS 1289.3.2.1,
MR (Qld) Method Q105

Plasticity index Casagrande

AS 1289.3.3.1

Linear shrinkage Not applicable

AS 1289.3.4.1,
MR (Qld) Method Q106

Plasticity index; Weighted plasticity index Cone

AS 1289.3.3.2,
MR (Qld) Method Q105,
MR (Qld) Method Q252

Description, identification and classification Not applicable

AS 1726 Tables 9 and 10 (Laboratory tests only) 

Sieve analysis Fines ratio MR (Qld) Method Q253
Liquid limit Cone four point

AS 1289.3.9.1,
MR (Qld) Method Q104A

Moisture content Drying oven; Relative moisture content

AS 1289.2.1.1,
MR (Qld) Method Q250

Particle density Not applicable

AS 1289.3.5.1

Liquid limit Cone one point

AS 1289.3.9.2,
MR (Qld) Method Q104D

Sieve analysis Not applicable

AS 1289.3.6.1,
MR (Qld) Method Q103A

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

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

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

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2,
MR (Qld) Method Q144A

Oversize material Oversize material treatment

MR (Qld) Method Q143

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

AS 1289.5.4.1

Degree of saturation Not applicable

MR (Qld) Method Q146

Density - In situ Sand-cone

AS 1289.5.3.1,
MR (Qld) Method Q141B

Density - In situ Nuclear gauge

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

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

Field moisture content Nuclear gauge

AS 1289.5.8.1,
MR (Qld) Method Q141A,
MR (Qld) NGTM Method N02

Moisture ratio Measured

AS 1289.5.4.1

Compaction control Hilf

AS 1289.5.7.1

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
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, MR (Qld) Method Q101E, MR (Qld) Method Q101G, MR (Qld) Method Q101H, MR (Qld) Method Q101J, Q255.

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength; Sample preparation Preparation and compaction of soil; UCS (unconfined compression strength) specimens - Field mix; Uniaxial unconfined

MR (Qld) Method Q115, MR (Qld) Method Q251B, MR (Qld) Method Q251C

Laboratory stabilisation of soil Cement

MR (Qld) Method Q135A

Curing of moulded specimens Not applicable

MR (Qld) Method Q135B

Sample collection Aggregates Not applicable Site selection by spot sampling

MR (Qld) Method Q061

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

AS 1289.1.4.2,
MR (Qld) Method Q050

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 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.