Downer EDI Works

Site

Bli Bli Laboratory

Accreditation No.

21798

Site No.

10907

Date of Accreditation

04 Apr 1995

Address

Cooney Road
Nambour, QLD 4560
Australia

Contact

Mr Daniel Neumann P: +61 0406678941

Availability

Services conditionally available to external clients

Downer EDI Works address map

Scope of Accreditation

Print scopes
Bli Bli Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12
Shape Average least dimension; Flakiness

MR (Qld) Methods Q201, AS 1141.20.3
Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping Asphalts Binder paste drain-off Not applicable

Austroads Method ATM 235
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 Presaturation; Silicone sealing; Water displacement

AS/NZS 2891.7.1, AS/NZS 2891.8, AS/NZS 2891.9.2, AS/NZS 2891.9.3 MR (Qld) Method Q306B, MR (Qld) Method Q306C, 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 Texture depth Sand patch

Austroads Method ATM 250
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

AS 1289.1.4.2, 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 (SoA).

Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.

The Product column may also describe an Item or Material.

The Limitations column may also describe the Range.