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 Ben Kratzmann P: +61 0477351901

Availability

Services conditionally available to external clients

Department of Transport and Main Roads address map

Scope of Accreditation

Print scopes
Materials Services – Warwick

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; 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
Moisture content Drying oven; Relative moisture content AS 1289.2.1.1,
MR (Qld) Method Q250
Sieve analysis Not applicable

AS 1289.3.6.1,

MR (Qld) Method Q103A

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils 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
Oversize material Oversize material treatment

MR (Qld) Method Q143

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

MR (Qld) Method Q146

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 Absorption, swell and capillary rise of compacted materials Not applicable MR (Qld) Method Q125D
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 windrow 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

AS 1289.1.4.1, AS 1289.1.4.2, 

MR (Qld) Method Q050,

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.