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

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; MR (Qld) Method Q217

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Average least dimension

MR (Qld) Method Q202

Shape Crushed faces

MR (Qld) Method Q215; 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

MR (Qld) Method Q310

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; MR (Qld) Method Q314; 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

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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