Fulton Hogan Industries Pty Ltd

Site

Townsville Laboratory

Accreditation No.

1771

Site No.

1832

Date of Accreditation

29 May 1984

Address

136-146 Curley Circuit
Roseneath, QLD 4811
Australia

fultonhogan.com

Contact

Ms Stevie Moss P: +61 (07) 44213206

Availability

Services conditionally available to external clients

Scope of Accreditation

Print scopes
Townsville 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 properties Aggregates Shape Flakiness MR (Qld) Method Q201
Particle density of fine aggregate Weighing-in-water AS1141.5
Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1; AS 1141.12
Particle density of coarse aggregate Weighing-in-water AS1141.6.1
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) Methods Q308A
Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Density - In-situ Nuclear gauge backscatter mode

AS/NZS 2891.14.5, MR (Qld) Methods Q020
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 specimen manufacture Asphalts Specimen conditioning Handling and conditioning

MR (Qld) Methods Q303A, Q303B
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Binder film thickness; Bulk density; Maximum density; Voids and density relationship Mensuration; Presaturation; Silicone sealing; Vacuum sealing; Waxing

AS/NZS 2891.7.1, AS/NZS 2891.8, AS/NZS 2891.9.1, AS/NZS 2891.9.2, AS/NZS 2891.9.3, MR (Qld) Method Q306B, MR (Qld) Method Q306C, MR (Qld) Method Q307A, MR (Qld) Method Q311
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
Sample collection Aggregates Not applicable Aggregate from a stockpile

AAS 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/NZS 2891.1.1; AS 2891.1.2
Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

AS 1289.1.4.2, MR (Qld) Method Q050

ISO/IEC 17025 (2017)

Materials

Service Product Determinant Technique Procedure Limitations
Analysis of bituminous materials - Properties Bituminous materials Viscosity Brookfield viscometer

Austroads ATM 111; in-house method FHMS-04
Sample recovery; Sedimentation; Sieve residue Rotary evaporator; Sieve analysis

AS/NZS 2341.23, AS/NZS 2341.26, MR (Qld) Method Q361
Breaking behaviour; Particle charge Not applicable; Setting time

AS/NZS 2341.22

AS 2341.29
Sample handling and conditioning Not applicable

Austroads ATM 102
Torsional recovery Not applicable

Austroads ATM 122
Softening point Ring and ball

AS 2341.18

Austroads Method AGPT/T131
Sample collection Bituminous materials Not applicable Bitumen emulsions from tanks, tankers and drums; Polymer modified bitumens from tanks, tankers and drums; Residual bitumens from tanks, tankers and drums

AS 1160 Appendix A, AS 2008, Austroads ATM 101

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.