National Association of Testing Authorities, Australia
Scope of Accreditation
Brisbane City Council
Site
Field Services – Eagle Farm Laboratory
Accreditation No.
12826
Site No.
12819
Date of Accreditation
14 Jun 2000
Contact
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 |
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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; Crushed faces; Flakiness |
AS 1141.15, AS 1141.20.3, MR (Qld) Method Q201, RMS (NSW) Method T239 TfNSW TS 02799.36 |
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Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate | Weighing-in-water |
AS 1141.5, AS 1141.6.1 |
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Bulk density | Compacted; Uncompacted |
AS 1141.4 |
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Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Methylene blue value |
AS 1141.66 |
|
Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping | Asphalts | Anti-stripping agent sensitivity to water | Not applicable | AG:PT/T232 | |
Degree of particle coating | Not applicable |
AS/NZS 2891.11 |
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Binder paste drain-off | Not applicable |
MR (Qld) Method Q310 Austroads Method AGPT/T235 |
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Evaluation of geotechnical and civil construction material - Asphalt extraction and grading | Asphalts | Bitumen content and aggregate grading | Reflux | AS/NZS 2891.3.1 | |
Bitumen content and aggregate grading | Ignition oven; Reflux |
AS/NZS 2891.3.1 Austroads Method AGPT/T234 MR (Qld) Method Q308A, MR (Qld) Method Q308D |
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Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Field density | Nuclear gauge backscatter mode; Thin-lift nuclear gauge |
MR (Qld) Method Q306E MR (Qld) Method NGTM N04, MR (Qld) Method NGTM N05 |
|
Density ratio and air voids | Not applicable |
AS/NZS 2891.14.5 |
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Characteristic values |
MR (Qld) Method Q020 |
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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 |
|
Evaluation of geotechnical and civil construction material - Asphalt mix design | Asphalts | Mix composition | Marshall method |
MR (Qld) Method Q309 |
|
Evaluation of geotechnical and civil construction material - Asphalt performance | Asphalts | Permeability | Ponding |
MR (Qld) Method Q304A, MR (Qld) Method Q304B |
|
Fatigue life | Flexural bending |
Austroads Method AGPT/T274; EN 12697, part 24 EN 12697, part 26 |
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Resilient modulus | Indirect tensile | AS/NZS 2891.13.1 | |||
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen compaction | Gyratory compaction |
AS/NZS 2891.2.2 |
|
Specimen conditioning | Handling and conditioning |
AS/NZS 2891.2.1 |
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Specimen compaction | Compaction of asphalt slabs | Austroads Method AGPT/T220 | |||
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Voids and density relationship | Not applicable |
MR (Qld) Method Q311 |
|
Bulk density | Mensuration; Presaturation; Silicone sealing; Waxing |
AS/NZS 2891.9.2, AS/NZS 2891.9.3, MR (Qld) Method Q306B, MR (Qld) Method Q306C |
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Maximum density | Water displacement |
AS/NZS 2891.7.1 |
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Binder film thickness | Not applicable |
MR (Qld) Method Q317 |
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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 AGPT/T250 |
|
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
MR (Qld)Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B |
|
Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a stockpile; Aggregate from a truck |
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; Site selection - Random sampling; Site selection - Random stratified sampling; Uncompacted asphalt |
AS/NZS 2891.1.1, AS 2891.1.2 AS 1289.1.4.2MR (Qld) Method Q050 |
ISO/IEC 17025 (2017)
Materials
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Sample collection | Bituminous materials | Not applicable | Polymer modified bitumens from tanks, tankers and drums; Residual bitumens from tanks, tankers and drums |
AS 2008, sections 2.5 and 2.6 AGPT/T101 clause 4.3 |
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Accreditation No.
12826
Site No.
12819
Print date
19 Apr 2024