Department of Transport and Main Roads

Site

Materials Services – Winton

Accreditation No.

2302

Site No.

4379

Date of Accreditation

06 Apr 1993

Address

9 Bloomfield St
Winton, QLD 4735
Australia

tmr.qld.gov.au

Contact

Mr Steven Hansen P: +61 (07) 46512756

Availability

Services conditionally available to external clients

Scope of Accreditation

Print scopes

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations

Suspended

Evaluation of geotechnical and civil construction material - Aggregate binder adhesion 		Aggregates Degree of precoating Not applicable

MR (Qld) Method Q216

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

AS 1141.32

Suspended

Evaluation of geotechnical and civil construction material - Aggregate properties 		Aggregates Bulk density Compacted; Uncompacted AS 1141.4
Particle size distribution Sieve analysis AS 1141.11.1
Shape Average least dimension

AS 1141.20.3
Shape Flakiness

AS 1141.15; MR (Qld) Method Q201
Shape Crushed faces

AS 1141.18

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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

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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
Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

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

ASTM Method AGPT/T250

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

AS 1289.2.1.1
Plasticity index Casagrande AS 1289.3.3.1
Plasticity index Cone

MR (Qld) Method Q105
Moisture content Relative moisture content MR (Qld) Method Q250
Liquid limit Cone four point

MR (Qld) Method Q104A
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
Liquid limit Cone one point

MR (Qld) Method Q104D
Liquid limit Casagrande four point AS 1289.3.1.1
Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A

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

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Evaluation of geotechnical and civil construction material - Soil field density 		Soils Density - In-situ Nuclear gauge AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Method N01; MR (Qld) NGTM Method N03
Degree of saturation Not applicable

MR (Qld) Method Q146
Field moisture content Nuclear gauge AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Method N02
Relative compaction Not applicable

AS 1289.5.4.1; MR (Qld) Method Q140A
Density - In-situ Sand-cone

AS 1289.5.3.1; MR (Qld) Method Q141B
Characteristic field density values Not applicable

MR (Qld) Method Q020

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Evaluation of geotechnical and civil construction material - Soil in-situ penetration 		Soils Penetration in-situ Dynamic cone

MR (Qld) Method Q114B

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

MR (Qld) Method Q101; MR (Qld) Method Q101A; MR (Qld) Method Q101B; MR (Qld) Method Q101C; MR (Qld) Method Q101D; MR (Qld) Method Q101E

Suspended

Evaluation of geotechnical and civil construction material - Soil stabilisation 		Soils Laboratory stabilisation of soil Cement

MR (Qld) Method Q135A
Stabiliser rate of spread rate In-situ measurement

MR (Qld) Method Q719

Suspended

Sample collection 		Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Quarry aggregate from a quarry face

MR (Qld) Method Q060
Concrete, grout and mortar Not applicable Fresh concrete from deposited concrete

AS 1012.1
Soils 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
Not applicable Site selection by spot sampling

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

MR (Qld) Method Q050

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.