Department of Transport and Main Roads

Site

Materials Services – Mackay

Accreditation No.

2302

Site No.

2637

Date of Accreditation

20 Jun 1989

Address

Cnr Ness Street and Bridge Road
Mackay, QLD 4740
Australia

tmr.qld.gov.au

Contact

Mr David MacGregor P: +61 0419724769

Availability

Services conditionally available to external clients

Scope of Accreditation

Print scopes
Materials Services – Mackay

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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 Shape Flakiness

AS 1141.15; MR (Qld) Method Q201
Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1; AS 1141.12
Shape Average least dimension

AS 1141.20.3
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 - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Slump flow Cone

AS 1012.3.1
Compactibility index Not applicable

AS 1012.3.4
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
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Penetration depth Ball embedment

Austroads Method AGPT/T251
Texture depth Sand patch

Austroads Method AGPT/T250
Evaluation of geotechnical and civil construction material - Rock properties Rocks Point load strength index Laboratory measurement AS 4133.4.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A
Weighted plasticity index Not applicable MR (Qld) Method Q252
Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105
Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.9.1; AS 1289.3.9.2; MR (Qld) Method Q104A;  MR (Qld) Method Q104D
Plasticity index Casagrande; Cone

AS 1289.3.3.1; AS 1289.3.3.2; MR (Qld) Method Q105
Sieve analysis Fines ratio MR (Qld) Method Q253
Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106
Moisture content Drying oven

AS 1289.2.1.1
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) Not applicable

AS 1289.5.4.2; MR (Qld) Method Q144A
Dry density/moisture content relationship Modified compactive effort

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

MR (Qld) Method Q145A
Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1; MR (Qld) Method Q142A
Evaluation of geotechnical and civil construction material - Soil field density Soils Characteristic field density values Not applicable

MR (Qld) Method Q020
Relative compaction Not applicable

MR (Qld) Method Q140A
Density - In-situ Sand-cone AS 1289.5.3.1; MR (Qld) Method Q141B
Degree of saturation Not applicable

MR (Qld) Method Q146
Dry density ratio; Moisture ratio Calculation; Measured AS 1289.5.4.1
Compaction control Hilf AS 1289.5.7.1
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 Q113B; 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 Q101F
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Stabiliser working time Not applicable

MR (Qld) Method Q136A
Compressive strength Uniaxial unconfined MR (Qld) Method Q115
Sample preparation UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q251A; MR (Qld) Method Q251B
Curing of moulded specimens Not applicable

MR (Qld) Method Q135B
Sample preparation Cement stabilisation; Lime stabilisation

MR (Qld) Method Q135A
Sample collection Aggregates 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 Hardened concrete by coring

AS 1012.14
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

AS 1289.1.4.1; AS 1289.1.4.2; MR (Qld) Method Q050
Not applicable Site selection by spot sampling

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 from an open-drive; Disturbed soil sampling in-situ

AS 1289.1.2.1; MR (Qld) Method Q060

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