
National Association of Testing Authorities, Australia
Scope of Accreditation
Trico Asphalt Pty Ltd
Site
Ipswich Laboratory
Accreditation No.
15731
Site No.
16911
Date of Accreditation
01 Jun 2017
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 |
---|---|---|---|---|---|
Accreditation is held to establish new branch sitesMackay branch site (Site No. 25334) | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | ||
Establishment of annex facilities | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | ||
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 | Shape | Crushed faces |
AS 1141.18; RMS (NSW) Method T239 |
|
Sample preparation | Undisturbed samples |
AS 1289.1.1; MR (Qld) Method Q101; MR (Qld) Method Q101A; MR (Qld) Method Q101B; MR (Qld) Method Q101C |
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Particle size distribution | Sieve analysis |
AS 1141.11.1; MR (Qld) Method Q103A |
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Shape | Flakiness |
MR (Qld) Method Q201 |
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Shape | Average least dimension |
AS 1141.20.3 |
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Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping | Asphalts | Binder paste drain-off | Not applicable |
Austroads Method AGPT/T235 |
|
Degree of particle coating | Not applicable |
AS/NZS 2891.11 |
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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; MR (Qld) Method Q308A |
|
Moisture content | Not applicable |
AS 2891.10; RMS (NSW) Method T660 |
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Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Characteristic values | Not applicable | MR (Qld) Method Q020 | |
Field density | Nuclear gauge backscatter mode |
MR (Qld) Method Q306E; MR (Qld) NGTM Method N04; MR (Qld) NGTM Method N05 |
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Density ratio and air voids | Not applicable |
AS/NZS 2891.14.5; Australian Airports Association Method MT002 |
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Evaluation of geotechnical and civil construction material - Asphalt filler | Asphalts | Apparent particle density of filler | Not applicable |
AS/NZS 1141.7 |
|
Voids in dry compacted filler | Not applicable |
AS/NZS 1141.17 |
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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; Australian Airports Association Method MT001 |
|
Evaluation of geotechnical and civil construction material - Asphalt mix design | Asphalts | Equivalent warm mix compaction temperature | Comparison method | MR (Qld) Method Q323 | |
Evaluation of geotechnical and civil construction material - Asphalt performance | Asphalts | Resilient modulus | Indirect tensile | AS/NZS 2891.13.1 | |
Stripping potential | Tensile strength ratio | Austroads Method AGPT/T232 | |||
Sensitivity to water | Tensile strength ratio | MR (Qld) Method Q315 | |||
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture | Asphalts | Specimen conditioning | Handling and conditioning | MR (Qld) Method Q303A; MR (Qld) Method Q303B | |
Specimen compaction | Gyratory compaction | AS/NZS 2891.2.2; RMS (NSW) Method T662 | |||
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Gyratory compaction curve | Not applicable | MR (Qld) Method Q322 | |
Bulk density | Mensuration |
AS/NZS 2891.9.3 |
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Binder film thickness | Not applicable |
MR (Qld) Method Q317 |
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Fixed and free binder | Not applicable |
MR (Qld) Method Q321 |
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Bulk density | Silicone sealing |
MR (Qld) Method Q306C |
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Voids and density relationship | Not applicable |
AS/NZS 2891.8; MR (Qld) Method Q311 |
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Maximum density | Water displacement |
AS/NZS 2891.7.1; MR (Qld) Method Q307A |
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Bulk density | Waxing |
AS/NZS 2891.9.1 |
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Mix volume ratio density | Not applicable |
MR (Qld) Method Q318 |
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Bulk density | Presaturation |
AS/NZS 2891.9.2; MR (Qld) Method Q306B |
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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 | Penetration depth | Ball embedment | Austroads Method AGPT/T251 | |
Texture depth | Sand patch |
Austroads Method AGPT/T250 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Relative moisture content | MR (Qld) Method Q250 | |
Moisture content | Drying oven; Hot plate; Microwave oven | AS 1289.2.1.1 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Oversize material | Oversize material treatment | MR (Qld) Method Q143 | |
Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1; AS 1289.5.2.1; MR (Qld) Method Q142A; MR (Qld) Method Q142B | |||
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | MR (Qld) Method Q144A | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | MR (Qld) Method Q140A | |
Evaluation of geotechnical and civil construction material - Soil modulus and deformation | Soils | Resilient modulus | Permanent deformation |
MR (Qld) Method Q139 |
|
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Stabiliser working time | Not applicable | MR (Qld) Method Q136B | |
Sample preparation | Foamed bitumen stabilisation - Field | MR (Qld) Method Q138B | |||
Sample preparation | Foamed bitumen stabilisation - Laboratory | MR (Qld) Method Q138A | |||
Curing of moulded specimens | Not applicable | MR (Qld) Method Q135C | |||
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 | Site selection - Random sampling; Site selection - Random stratified sampling |
MR (Qld) Method Q050 |
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Not applicable | Uncompacted asphalt |
AS/NZS 2891.1.1 |
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Soils | Not applicable | Site selection by spot sampling | MR (Qld) Method Q061 | ||
Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in-situ | AS 1289.1.2.1 |
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.
Accreditation No.
15731
Site No.
16911
Print date
01 Jul 2022