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
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 1141.20.3
Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm AS1141.11.1,
AS 1141.12
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, 

AS 1141.5,

AS 1141.6.1
Sample preparation Undisturbed samples

AS 1289.1.1

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

Austroads Method ATM 250

Evaluation of geotechnical and civil construction material - Soil classification Soils 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

Sieve analysis Fines ratio

AS 1289.3.6.1, 

MR (Qld) Method Q103A,

MR (Qld) Method Q253
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

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, MR (Qld) Method Q142A

AS 1289.5.4.2, MR (Qld) Method Q144A,

MR (Qld) Method Q142B
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 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

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
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 Q101D, 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 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
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

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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