Department of Transport and Main Roads

Site

Materials Services – Rockhampton

Accreditation No.

2302

Site No.

2353

Date of Accreditation

12 Apr 1988

Address

216 Richardson Road
Park Avenue, QLD 4701
Australia

tmr.qld.gov.au

Contact

Mr Wayne Daniels P: +61 (07) 49230711

Availability

Services conditionally available to external clients

Department of Transport and Main Roads address map

Scope of Accreditation

Print scopes
Materials Services – Rockhampton

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 Bulk density; Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate Compacted; Uncompacted; Weighing-in-water

AS 1141.4, 

MR (Qld) Method Q221A, MR (Qld) Method Q221B,

AS 1141.5,

AS 1141.6.1
Shape Average least dimension; Crushed faces; Flakiness

AS 1141.15, MR (Qld) Method Q201,

AS 1141.18,
AS 1141.20.3
Sample preparation Undisturbed samples

AS 1289.1.1

Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm As1141.11,
AS 1141.12
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate; Degradation factor on source rock MR (Qld) Method Q208A,
MR (Qld) Method Q208B
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 Compactibility index; Slump flow Cone

AS 1012.3.1,

AS 1012.3.4
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Compressive strength; Mass per unit volume - Hardened concrete Core; Cylinder

AS 1012.9,

AS 1012.12.1,
AS 1012.14
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen conditioning; Specimen manufacture and curing Wet conditioning of hardened concrete core specimens

AS 1012.14

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 AGPT/T250

Skid resistance British pendulum portable tester

MR (Qld) Method Q704, MR (Qld) Method Q704 (2018)

Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Fines ratio

AS 1289.3.6.1, 

MR (Qld) Method Q103A,

MR (Qld) Method Q253
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 (2006)

Cone plasticity index; 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 1289.3.3.2,

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 Q252,
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Oversize material Oversize material treatment

MR (Qld) Method Q143

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

AS 1289.5.1.1, MR (Qld) Method Q142A

AS 1289.5.4.2, MR (Qld) Method Q144A,

MR (Qld) Method Q142A,
MR (Qld) Method Q142B
Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class; Field dispersion indicator - Clouding; Field dispersion indicator - Slaking AS 1289.3.8.1,
MR (Qld) Method Q161,
MR (Qld) Method Q162,
MR (Qld) Method Q168
 
Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control; Dry density ratio; Moisture ratio; Relative compaction Calculation; Hilf; Measured

AS 1289.5.4.1,

AS 1289.5.7.1,
MR (Qld) Method Q140A
Characteristic field density values Not applicable

MR (Qld) Method Q020

Degree of saturation Not applicable

MR (Qld) Method Q146

Density - In situ Sand-cone

AS1289.5.3.1,

MR (Qld) Method Q141B

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 Q113B,
MR (Qld) Method Q113C
Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289.4.3.1

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 Q101F,

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 Lime demand Not applicable

MR (Qld) Method Q133

Compressive strength; Laboratory stabilisation of soil; Sample preparation; Stabiliser working time Cement stabilisation; Lime stabilisation; Standard compaction - UCS (unconfined compression strength) specimens; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix; Uniaxial unconfined

MR (Qld) Method Q115, 

MR (Qld) Method Q135A, MR (Qld) Method Q135B,

MR (Qld) Method Q251A, MR (Qld) Method Q251B ,

MR (Qld) Method Q136A
Stabiliser rate of spread rate In situ measurement

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

AS 1141.3.1, 

MR (Qld) Method Q060

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

AS 1012.1

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

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