Department of Transport and Main Roads

Site

Materials Services – Roma

Accreditation No.

2302

Site No.

2531

Date of Accreditation

21 Dec 1988

Address

44 Tiffin Street
Roma, QLD 4455
Australia

tmr.qld.gov.au

Contact

Mr Kevin Townsley P: +61 (07) 46245375

Availability

Services conditionally available to external clients

Scope of Accreditation

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 Particle density of coarse aggregate; Particle density of fine aggregate Weighing-in-water

AS 1141.5; AS 1141.6.1

Particle size distribution Sieve analysis AS 1141.11.1; MR (Qld) Method Q253
Shape Average least dimension; Crushed faces; Flakiness

AS 1141.15; AS 1141.18; AS 1141.20.3; MR (Qld) Method Q201

Bulk density Uncompacted

AS 1141.4

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

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 Cube; Cylinder

AS 1012.9

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

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Particle density Gravimetric AS 1289.3.5.1
Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point AS 1289.3.1.1; AS 1289.3.1.2; MR (Qld) Method Q104A; MR (Qld) Method Q104D
Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106

Plasticity index Casagrande; Cone AS 1289.3.3.1; MR (Qld) Method Q105
Sieve analysis Fines ratio; Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A; MR (Qld) Method Q253

Moisture content Drying oven

AS 1289.2.1.1

Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105

Weighted plasticity index Not applicable MR (Qld) Method Q252
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

MR (Qld) Method Q144A

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1; MR (Qld) Method Q142A; MR (Qld) Method Q142B

Oversize material Oversize material treatment

MR (Qld) Method Q143

Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control Hilf

AS 1289.5.7.1

Relative compaction Not applicable AS 1289.5.4.1; MR (Qld) Method Q140A
Density - In-situ; Field moisture content Nuclear gauge AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Method N01; MR (Qld) NGTM Method N02; MR (Qld) NGTM Method N03 
Degree of saturation Not applicable

MR (Qld) Method Q146

Density - In-situ Sand-cone AS 1289.5.3.1; MR (Qld) Method Q141B
Characteristic field density values Not applicable

MR (Qld) Method Q020

Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone AS 1289.6.3.2; 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 Q101D

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Sample preparation Cement stabilisation; Lime stabilisation; UCS specimens - Field mix; UCS specimens - Laboratory mix

MR (Qld) Method Q135A; MR (Qld) Method Q251A; MR (Qld) Method Q251B

Lime demand Not applicable

MR (Qld) Method Q133

Compressive strength Uniaxial unconfined

MR (Qld) Method Q115

Stabiliser working time Cementitious stabilisation time

MR (Qld) Method Q136A

Curing of moulded specimens Not applicable MR (Qld) Method Q135B
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

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; Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling

AS 1289.1.2.1; MR (Qld) Method Q050; MR (Qld) Method Q060; 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.