Department of Transport and Main Roads

Site

Materials Services – Barcaldine

Accreditation No.

2302

Site No.

2469

Date of Accreditation

16 Sep 1988

Address

2 Birch Street
Barcaldine, QLD 4725
Australia

tmr.qld.gov.au

Contact

Mr Steven Hansen P: +61 (07) 46512756

Availability

Services conditionally available to external clients

Department of Transport and Main Roads address map

Scope of Accreditation

Print scopes
Materials Services – Barcaldine

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 Average least dimension; Crushed faces; Flakiness

AS 1141.15,

MR (Qld) Method Q201,

AS 1141.18, 

AS 1289.20.3
Particle size distribution Sieve analysis AS 1141.11.1
Bulk density Compacted; Uncompacted AS 1141.4
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 Compressive strength; Mass per unit volume - Hardened concrete Cylinder; Dimensions

AS 1012.9 (except Clause 4.2),

AS 1012.12.1
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 - Road pavement surfacing characteristics Road pavements Texture depth Sand patch

Austroads Method AGPT/T250

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

AS 1289.3.1.1, 

AS 1289.3.1.2, 

AS 1289.3.2.1,
AS 1289.3.3.1,
AS 1289 3.4.1,

AS 1289.3.9.2, 

MR (Qld) Method Q104A, 

MR (Qld) Method Q104D,  

MR (Qld) Method Q105, 

MR (Qld) Method Q106,

MR (Qld) Method Q252

Moisture content; Sieve analysis Drying oven; Fines ratio; Relative moisture content

AS 1289.2.1.1, 

MR (Qld) Method Q250, 

AS 1289.3.6.1, 

MR (Qld) Method Q103A, 

MR (Qld) Method Q253

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,

AS 1289.5.4.2,

MR (Qld) Method Q142A,

MR (Qld) Method Q143,

 MR (Qld) Method Q145A, 

MR (Qld) Method Q144A

Evaluation of geotechnical and civil construction material - Soil field density Soils Degree of saturation Not applicable

MR (Qld) Method Q146

Density - In situ; Field moisture content Nuclear gauge; Sand-cone

AS 1289.5.3.1, 

AS 1289.5.8.1, 

MR (Qld) Method Q141A, 

MR (Qld) Method Q141B,

MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03

Characteristic field density values; Dry density ratio; Relative compaction Calculation

MR (Qld) Method Q020,

MR (Qld) Method Q140A, 

AS 1289.5.4.1

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone 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 Q101E,

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 Stabiliser rate of spread rate In situ measurement

MR (Qld) Method Q719

Sample preparation; Stabiliser rate of spread rate Cement stabilisation; In situ measurement

MR (Qld) Method Q135A,

MR (Qld) Method Q719
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

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 - Random stratified sampling

AS 1289.1.4.2, MR (Qld) Method Q050

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

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.