Downer EDI Works

Site

Mobile Laboratory 1

Accreditation No.

1881

Site No.

22243

Date of Accreditation

01 Jun 2017

Address

c/- 206-258 Swanbank Road
Swanbank, QLD 4306
Australia

downergroup.com

Contact

Mr Aidan Edgerton P: +61 0473852393

Availability

Services conditionally available to external clients

Supervision

Not Applicable

Scope of Accreditation

Withdrawn 27 May 2025

Voluntary

Mobile Laboratory 1

ISO/IEC 17025 (2005)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Average least dimension

MR (Qld) Method Q202

Shape Flakiness

MR (Qld) Method Q201

Particle size distribution Sieve analysis

AS 1141.11.1

Shape Crushed faces

MR (Qld) Method Q215

Evaluation of geotechnical and civil construction material - Asphalt extraction and grading Asphalts Bitumen content and aggregate grading Reflux

AS/NZS 2891.3.1; MR (Qld) Method Q308A

Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Density ratio and air voids Not applicable

Australian Airports Association Method MT002

Evaluation of geotechnical and civil construction material - Asphalt mechanical properties Asphalts Marshall stability and flow Not applicable

AS 2891.5; Australian Airports Association Method MT001; MR (Qld) Method Q305

Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts Specimen conditioning Handling and conditioning

MR (Qld) Method Q303A; MR (Qld) Method Q303B

Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Binder film thickness Not applicable

MR (Qld) Method Q317

Bulk density Silicone sealing

MR (Qld) Method Q306C

Bulk density Presaturation

AS 2891.9.2; MR (Qld) Method Q306B

Fixed and free binder Not applicable

MR (Qld) Method Q321

Bulk density Mensuration

AS 2891.9.3; MR (Qld) Method Q306D

Voids and density relationship Not applicable

AS 2891.8; MR (Qld) Method Q311

Mix volume ratio density Not applicable

MR (Qld) Method Q318

Bulk density Waxing

AS 2891.9.1; MR (Qld) Method Q306A

Maximum density Water displacement

AS 2891.7.1; MR (Qld) Method Q307A

Binder absorption Calculation

MR (Qld) Method Q316

Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Not applicable

MR (Qld) Method Q103A; MR (Qld) Method Q103B

Sample collection Aggregates Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

MR (Qld) Method Q050

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Asphalts Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

MR (Qld) Method Q050

Not applicable Uncompacted asphalt

AS 2891.1.1; MR (Qld) Method Q301

Not applicable Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique

AS 2891.1.2; MR (Qld) Method Q302A; MR (Qld) Method Q302B

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis AS 1141.11.1, MR (Qld) Method Q103A
Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping Asphalts Degree of particle coating Not applicable AS/NZS 2891.11
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading Asphalts Bitumen content and aggregate grading Reflux AS/NZS 2891.3.1; MR (Qld) Method Q308A
Moisture content Not applicable AS/NZS 2891.10
Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Characteristic values Not applicable MR (Qld) Method Q020
Evaluation of geotechnical and civil construction material - Asphalt mechanical properties Asphalts Marshall stability and flow Not applicable MR (Qld) Method Q305 (specimen compaction only)
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts Specimen conditioning Handling and conditioning MR (Qld) Method Q303A; MR (Qld) Method Q303B
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Maximum density Water displacement AS/NZS 2891.7.1
Fixed and free binder Not applicable MR (Qld) Method Q321
Voids and density relationship Not applicable AS/NZS 2891.8; MR (Qld) Method Q311
Bulk density Waxing AS/NZS 2891.9.1
Bulk density Presaturation AS/NZS 2891.9.2; MR (Qld) Method Q306B
Bulk density Mensuration AS/NZS 2891.9.3
Binder film thickness Not applicable MR (Qld) Method Q317
Evaluation of geotechnical and civil construction material - Road pavement profile Road pavements Rut depth Straight edge MR (Qld) Method Q712
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch Austroads Method AGPT/T250
Penetration depth Ball embedment Austroads Method AGPT/T251
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Relative moisture content MR (Qld) Method Q250
Moisture content Microwave oven AS 1289 2.1.4
Moisture content Drying oven

AS 1289 2.1.1

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
Dry density/moisture content relationship Modified compactive effort; Standard compactive effort 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 pre-treatment Soils Soil pre-treatment Not applicable

AS 1289 1.1

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1, MR (Qld) Method Q060

Asphalts Not applicable Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique AS 2891.1.2
Not applicable Uncompacted asphalt AS/NZS 2891.1.1
Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling MR (Qld) Method Q050

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.