Downer EDI Works

Site

Bli Bli Laboratory

Accreditation No.

1881

Site No.

10907

Date of Accreditation

04 Apr 1995

Address

Cooney Road
Nambour, QLD 4560
Australia

Contact

Mr Travis Patten P: +61 0418713125

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 - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis AS 1141.32
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Average least dimension; Crushed faces; Flakiness

MR (Qld) Methods Q201, AS 1141.18, AS 1141.20.3

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 - Asphalt adhesion and stripping Asphalts Binder paste drain-off Not applicable

Austroads Method AGPT/T235, MR (Qld) Method Q310

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

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

MR (Qld) Method Q020,  MR (Qld) Method Q314;

Australian Airports Association AAA MT002
Field density Nuclear gauge backscatter mode

MR (Qld) Method Q306E, MR (Qld) Method NGTM N04, MR (Qld) Method NGTM N05

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

AS/NZS 2891.5, MR (Qld) Method Q305,

Australian Airports  Association AAA MT001
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; Bulk density; Gyratory compaction curve; Maximum density; Mix volume ratio density; Voids and density relationship Mensuration; Presaturation; Silicone sealing; Water displacement; Waxing

AS/NZS 2891.7.1, AS/NZS 2891.8,  AS/NZS 2891.9.1, AS/NZS 2891.9.2, AS/NZS 2891.9.3 MR (Qld) Method Q306B, MR (Qld) Method Q306C, MR (Qld) Method Q306D, MR (Qld) Method Q307A, MR (Qld) Method Q311, MR (Qld) Method Q317, MR (Qld) Method Q318

Evaluation of geotechnical and civil construction material - Pavement shape Road pavements Surface deviation Straight edge MR (Qld) Method Q712
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

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; Uncompacted asphalt

AS/NZS 2891.1.1, AS 2891.1.2

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.

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