Trico Asphalt Pty Ltd

Site

Ipswich Laboratory

Accreditation No.

15731

Site No.

16911

Date of Accreditation

01 Jun 2017

Address

206 - 258 Swanbank Road
Swanbank, QLD 4306
Australia

rpq.com.au

Contact

Mr Grzegorz (Greg) Gora P: +61 (07) 32944592

Availability

Services conditionally available to external clients

Scope of Accreditation

Print scopes
Ipswich Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

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

AS 1141.20.3
Shape Crushed faces

AS 1141.18; RMS (NSW) Method T239
Shape Flakiness

MR (Qld) Method Q201
Particle size distribution Sieve analysis

AS 1141.11.1; MR (Qld) Method Q103A
Sample preparation Undisturbed samples

MR (Qld) Method Q101; MR (Qld) Method Q101A; MR (Qld) Method Q101B; MR (Qld) Method Q101C
Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping Asphalts Degree of particle coating Not applicable

AS/NZS 2891.11
Binder paste drain-off Not applicable

Austroads Method AGPT/T235
Evaluation of geotechnical and civil construction material - Asphalt extraction and grading Asphalts Moisture content Not applicable

AS 2891.10; RMS (NSW) Method T660
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

AS/NZS 2891.14.5; Australian Airports Association Method MT002
Field density Nuclear gauge backscatter mode

MR (Qld) Method Q306E; MR (Qld) NGTM Method N04; MR (Qld) NGTM Method N05
Characteristic values Not applicable MR (Qld) Method Q020
Evaluation of geotechnical and civil construction material - Asphalt filler Asphalts Voids in dry compacted filler Not applicable AS/NZS 1141.17
Apparent particle density of filler Not applicable AS/NZS 1141.7
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 Sensitivity to water Tensile strength ratio MR (Qld) Method Q315
Resilient modulus Indirect tensile AS/NZS 2891.13.1
Stripping potential Tensile strength ratio Austroads Method AGPT/T232
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts Specimen compaction Gyratory compaction AS/NZS 2891.2.2; RMS (NSW) Method T662
Specimen conditioning Handling and conditioning MR (Qld) Method Q303A; MR (Qld) Method Q303B
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Bulk density Mensuration

AS/NZS 2891.9.3
Mix volume ratio density Not applicable

MR (Qld) Method Q318
Gyratory compaction curve Not applicable MR (Qld) Method Q322
Maximum density Water displacement

AS/NZS 2891.7.1; MR (Qld) Method Q307A
Fixed and free binder Not applicable

MR (Qld) Method Q321
Binder film thickness Not applicable

MR (Qld) Method Q317
Bulk density Presaturation

AS/NZS 2891.9.2; MR (Qld) Method Q306B
Bulk density Waxing

AS/NZS 2891.9.1
Voids and density relationship Not applicable

AS/NZS 2891.8; MR (Qld) Method Q311
Bulk density Silicone sealing

MR (Qld) Method Q306C
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 classification Soils Moisture content Drying oven AS 1289.2.1.1
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 Sample preparation Foamed bitumen stabilisation - Laboratory MR (Qld) Method Q138A
Stabiliser working time Not applicable MR (Qld) Method Q136B
Curing of moulded specimens Not applicable MR (Qld) Method Q135C
Sample preparation Foamed bitumen stabilisation - Field MR (Qld) Method Q138B
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1; MR (Qld) Method Q060
Asphalts Not applicable Uncompacted asphalt

AS/NZS 2891.1.1
Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

MR (Qld) Method Q050
Not applicable Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique AS 2891.1.2

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