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 Michael Currie P: +61 (07) 49230711

Availability

Services conditionally available to external clients

Scope of Accreditation

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 Compacted

AS 1141.4, MR (Qld) Method Q221B

Particle density of fine aggregate; Water absorption of fine aggregate Weighing-in-water

AS 1141.5

Sample preparation Undisturbed samples

AS 1289.1.1

Particle size distribution Sieve analysis of material finer than 75 µm AS 1141.12
Shape Flakiness

AS 1141.15, MR (Qld) Method Q201

Shape Crushed faces

AS 1141.18

Bulk density Uncompacted

AS 1141.4, MR (Qld) Method Q221A

Particle size distribution Sieve analysis AS 1141.11.1
Shape Average least dimension

AS 1141.20.3

Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water

AS 1141.6.1

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on source rock MR (Qld) Method Q208A
Soundness Degradation factor on coarse aggregate 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 Not applicable

AS 1012.3.4

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

Compressive strength Core

AS 1012.14

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Specimen conditioning; Specimen manufacture and curing Wet conditioning of hardened concrete core specimens

AS 1012.14

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 Particle density Not applicable

AS 1289.3.5.1

Plasticity index Cone

MR (Qld) Method Q105

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Moisture content Drying oven

AS 1289.2.1.1

Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105

Sieve analysis Fines ratio

AS 1289.3.6.1, MR (Qld) Method Q103A,

MR (Qld) Method Q253
Liquid limit; Plasticity index; Weighted plasticity index Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.3.1, AS 1289.3.9.1, AS 1289.3.9.2,

MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q252

Moisture content Relative moisture content MR (Qld) Method Q250
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

Oversize material Oversize material treatment

MR (Qld) Method Q143

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

Dry density/moisture content relationship Modified compactive effort

MR (Qld) Method Q142B

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In-situ Sand-cone

MR (Qld) Method Q141B

Dry density ratio; Field moisture content; Moisture ratio Calculation; Measured; Nuclear gauge

AS 1289.5.4.1, AS 1289.5.8.1, 

MR (Qld) Method Q141A,  MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03

Density - In-situ Nuclear gauge; Sand-cone

AS 1289.5.3.1, AS 1289.5.8.1, 

MR (Qld) Method Q141A, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03

Characteristic field density values Not applicable

MR (Qld) Method Q020

Compaction control Hilf AS 1289.5.7.1
Relative compaction Not applicable

MR (Qld) Method Q140A

Degree of saturation Not applicable

MR (Qld) Method Q146

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

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Stabiliser rate of spread rate In-situ measurement

MR (Qld) Method Q719

Lime demand Not applicable

MR (Qld) Method Q133

Stabiliser working time Not applicable MR (Qld) Method Q136A
Compressive strength; Sample preparation 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 Q251A, MR (Qld) Method Q251B 

Laboratory stabilisation of soil Lime stabilisation

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

Laboratory stabilisation of soil Cement

MR (Qld) Method Q135A, 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

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 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

Not applicable Site selection - Random sampling

MR (Qld) Method Q050

Not applicable Site selection - Random stratified sampling

MR (Qld) Method Q050

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

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.