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

Department of Transport and Main Roads address map

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 Average least dimension; Flakiness

AS 1141.15, MR (Qld) Method Q201,

AS 1289.20.3
Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1,

AS 1141.12

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 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 Compressive strength Core; Cylinder

AS 1012.9,

AS 1012.14
Mass per unit volume - Hardened concrete Dimensions

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 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; Texture depth Ball embedment; Sand patch Austroads Method AGPT/T250,
Austroads Method AGPT/T251
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 Moisture content Drying oven

AS 1289.2.1.1

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
Sieve analysis Fines ratio

AS 1289.3.6.1,

MR (Qld) Method Q103A,

MR (Qld) Method Q253
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); Compaction to nominated levels; Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1,

AS 1289.5.4.2,

MR (Qld) Method Q142A, 

MR (Qld) Method Q142B, 

MR (Qld) Method Q144A, 

MR (Qld) Method Q145A

Evaluation of geotechnical and civil construction material - Soil field density Soils Characteristic field density values; Compaction control; Relative compaction Hilf

AS 1289.5.7.1,

MR (Qld) Method Q020,

MR (Qld) Method Q140A
Density - In situ; Dry density ratio; Moisture ratio Calculation; Measured; Sand-cone AS 1289.5.3.1,
AS 1289.5.4.1,
 MR (Qld) Method Q141B
Degree of saturation Not applicable

MR (Qld) Method Q146

Relative compaction Not applicable

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 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,

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

MR (Qld) Method Q135A,

MR (Qld) Method Q135B,
MR (Qld) Method Q136A,
 MR (Qld) Method Q251A,
MR (Qld) Method Q251B,
MR (Qld) Method Q251C


Compressive strength Uniaxial unconfined MR (Qld) Method Q115
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; Site selection by spot sampling

AS 1289.1.4.1,

AS 1289.1.4.2,

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 from an open-drive; Disturbed soil sampling in situ

AS 1289.1.2.1,

MR (Qld) Method Q060

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