Department of Transport and Main Roads

Site

Materials Services – Cloncurry

Accreditation No.

2302

Site No.

2606

Date of Accreditation

03 May 1989

Address

Cnr King and Short Streets
Cloncurry, QLD 4824
Australia

tmr.qld.gov.au

Contact

Mr Colin Wood P: +61 0428103828

Availability

Services conditionally available to external clients

Department of Transport and Main Roads address map

Scope of Accreditation

Print scopes
Materials Services – Cloncurry

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 properties Aggregates Particle size distribution Sieve analysis AS 1141.11.1
Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper

AS 1141.15, 

MR (Qld) Method Q201,

AS 1141.18, 

AS 1141.20.3

Evaluation of geotechnical and civil construction material - Soil classification Soils Cone plasticity index; Linear shrinkage; Liquid limit; Plastic limit; Plasticity index; Weighted plasticity index Casagrande; Casagrande four point; Cone; Cone four point; Cone one point

AS 1289.3.1.1,  

AS 1289.3.2.1, 

AS 1289.3.3.1, AS 1289.3.3.2, 

AS 1289.3.4.1, 

AS 1289.3.9.1, AS 1289.3.9.2,

MR (Qld) Method Q104A, MR (Qld) Method Q104D, 

MR (Qld) Method Q105, 

MR (Qld) Method Q106, 

MR (Qld) Method Q253

Moisture content; Sieve analysis Drying oven; Fines ratio; Relative moisture content AS 1289.2.1.1,
AS 1289.3.6.1,
MR (Qld) Method Q103A
MR (Qld) Method Q250,
MR (Qld) Method Q252
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship; Oversize material Oversize material treatment; Standard compactive effort

AS 1289.5.1.1, 

MR (Qld) Method Q142A, 

MR (Qld) Method Q143,

MR (Qld) Method Q144A, 

MR (Qld) Method Q145A


Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In situ Sand-cone

AS 1289.5.3.1,

MR (Qld) Method Q141B

Characteristic field density values; Dry density ratio; Moisture ratio; Relative compaction Not applicable

AS 1289.5.4.1,

MR (Qld) Method Q140A,

MR (Qld) Method Q020
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 Q101G, MR (Qld) Method Q101H, MR (Qld) Method Q101J
Evaluation of geotechnical and civil construction material - Soil sample preparation Soils Preparation of disturbed samples Not applicable MR (Qld) Method Q255
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Sample preparation Preparation and compaction of soil MR (Qld) Method Q251C
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

MR (Qld) Method Q060,

AS 1141.3.1
Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling

MR (Qld) Method Q050, 

MR (Qld) Method Q061

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 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.