Allens Asphalt

Allens Asphalt Pty Ltd

Site

Caboolture Laboratory

Allens Asphalt Pty Ltd

Accreditation No.

4799

Site No.

4792

Date of Accreditation

03 May 1993

Address

22 Piper Street
Caboolture, QLD 4510
Australia

allensasphalt.com.au

Contact

Mr Shaun McHugh P: +61 0401897978

Availability

Services available to external clients

Scope of Accreditation

Caboolture Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion Aggregates Degree of precoating

MR (Qld) Method Q216

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Flakiness

MR (Qld) Method Q201

Shape Average least dimension

AS 1141.20.1, AS 1141.20.3

Sample preparation Undisturbed samples

MR (Qld) Method Q101

Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12

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 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

Moisture content Not applicable AS/NZS 2891.10
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

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
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 performance Asphalts Permeability Ponding

MR (Qld) Method Q304A

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 Bulk density Silicone sealing

MR (Qld) Method Q306C

Maximum density Water displacement

AS 2891.7.1

Bulk density Waxing

AS/NZS 2891.9.1

Binder film thickness Not applicable

MR (Qld) Method Q317

Voids and density relationship Not applicable

AS/NZS 2891.8, MR (Qld) Method Q311

Bulk density Mensuration

AS/NZS 2891.9.3

Bulk density Presaturation

AS/NZS 2891.9.2

Mix volume ratio density Not applicable

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 AG:PT/T250

Penetration depth Ball embedment

Austroads Method AG:PT/T251

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1, MR (Qld) Method Q060

Asphalts Not applicable Extraction of an asphalt core - Wet technique

AS 2891.1.2

Not applicable Extraction of an asphalt core - Dry technique

AS 2891.1.2

Not applicable Site selection - Random sampling

MR (Qld) Method Q050

Not applicable Site selection - Random stratified sampling

MR (Qld) Method Q050

Not applicable Site selection - Random stratified sampling AS 1289.1.4.2
Not applicable Uncompacted asphalt

AS/NZS 2891.1.1

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, MR (Qld) Method Q080, Austroads Method AGPT/T101

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