Department of Transport and Main Roads

Site

Materials Services – Warwick

Accreditation No.

2302

Site No.

2682

Date of Accreditation

02 Aug 1989

Address

306 Wood Street
Warwick, QLD 4370
Australia

tmr.qld.gov.au

Contact

Mr Peter Cresswell P: +61 (07) 46616343

Availability

Services conditionally available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil classification Soils Cone plasticity index; Linear shrinkage; Plastic limit; Plasticity index; Weighted plasticity index Casagrande AS 1289.3.2.1,
AS 1289.3.3.1; AS 1289.3.3.2,
AS 1289.3.4.1,
MR (Qld) Method Q252
Linear shrinkage Not applicable

MR (Qld) Method Q106

Moisture content Drying oven; Relative moisture content AS 1289.2.1.1, MR (Qld) Method Q250
Liquid limit Cone four point; Cone one point

MR (Qld) Method Q104A; MR (Qld) Method Q104D

Plasticity index Cone

MR (Qld) Method Q105

Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A

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
Plastic limit Not applicable

MR (Qld) Method Q105

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

Oversize material Oversize material treatment

MR (Qld) Method Q143

Dry density/moisture content relationship Standard compactive effort

MR (Qld) Method Q142A

Assignment of optimum moisture content/maximum dry density (OMC/MDD); Dry density/moisture content relationship Standard compactive effort AS 1289.5.1.1, AS 1289.5.4.2
Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Dry density/moisture content relationship Modified compactive effort

MR (Qld) Method Q142B

Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control Hilf AS 1289.5.7.1
Degree of saturation

MR (Qld) Method Q146

Density - In-situ Sand-cone

MR (Qld) Method Q141B

Characteristic field density values; Relative compaction Not applicable

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
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

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Absorption, swell and capillary rise of compacted materials Not applicable MR (Qld) Method Q125D
Curing of moulded specimens; Sample preparation Cement stabilisation; Lime stabilisation

MR (Qld) Method Q135A; MR (Qld) Method Q135B

Stabiliser working time Not applicable

MR (Qld) Method Q136A

Compressive strength; Sample preparation Standard compaction - UCS specimens; UCS specimens - Field mix; UCS specimens - Laboratory mix; Uniaxial unconfined MR (Qld) Method Q115; MR (Qld) Method Q251A; MR (Qld) Method Q251B
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow AS 1141.3.1,
MR (Qld) Method Q060
Soils Not applicable Site selection - Random stratified sampling

MR (Qld) Method Q050

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Not applicable Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile

AS 1289.1.2.1; MR (Qld) Method Q060

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.