Fulton Hogan Industries Pty Ltd

Site

Ormeau Laboratory

Accreditation No.

2887

Site No.

2880

Date of Accreditation

10 Apr 1990

Address

180 Burnside Road
Ormeau, QLD 4208
Australia

fultonhogan.com

Contact

Mr Warrick Cutler P: +61 (07) 34417405

Availability

Services conditionally available to external clients

Scope of Accreditation

Ormeau 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 binder adhesion Aggregates Resistance to stripping Modified plate MR (QLD) Method Q212B
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis

AS 1141.11.1, MR (Qld) Method Q103A

Sample preparation Undisturbed samples

AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B

Shape Flakiness

AS 1141.15, MR (Qld) Method Q201

Particle density of fine aggregate; Water absorption of fine aggregate Not applicable; Weighing-in-water

AS 1141.5

Moisture content Correlation of subsidiary methods; Drying oven; Hot plate

AS 1289.2.1.1, AS 1289.2.1.6, AS 1289.2.3.1

Particle density of coarse aggregate; Water absorption of coarse aggregate Not applicable; Weighing-in-water AS 1141.6.1
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 Anti-stripping agent sensitivity to water Not applicable

MR (Qld) Method Q315

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 Bitumen content and aggregate grading Reflux MR (Qld) Method Q308C
Moisture content Not applicable

AS/NZS 2891.10

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 Field density Nuclear gauge backscatter mode; Thin-lift nuclear gauge

AS/NZS 2891.14.2, MR (Qld) Method Q306E, 

MR (Qld) Method NGTM N04,MR (Qld) Method NGTM N05

Characteristic values Not applicable

MR (Qld) Method Q020

Density ratio and air voids Not applicable

AS/NZS 2891.14.5

AAA MT 002

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, AAA MT 001

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

AS/NZS 2891.2.1, MR (Qld) Method Q303A, MR (Qld) Method Q303B

Specimen compaction Gyratory compaction

AS/NZS 2891.2.2

Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Bulk density Mensuration; Presaturation; Silicone sealing; Waxing

AS/NZS 2891.9.1, AS/NZS 2891.9.2, AS/NZS 2891.9.3, MR (Qld) Method Q306B, MR (Qld) Method Q306C

Fixed and free binder Not applicable MR (Qld) Method Q321
Maximum density Water displacement

AS/NZS 2891.7.1, MR (Qld) Method Q307A

Binder film thickness Not applicable

MR (Qld) Method Q317

Sample preparation Vacuum drying MR (Qld) Method Q324
Voids and density relationship Not applicable

AS/NZS 2891.8, 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 Penetration depth Ball embedment Austroads Method AGPT/T251
Texture depth Sand patch

 Austroads ATM 250

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort; Standard compactive effort AS 1289.5.1.1, AS 1289.5.2.1, MR (Qld) Methods Q142A, MR (Qld) Q142B
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS/NZS 1141.3.1, MR (Qld) Method Q060

Asphalts Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050

Not applicable Extraction of an asphalt core - Dry technique; Extraction of an asphalt core - Wet technique; Uncompacted asphalt

AS/NZS 2891.1.1, AS 2891.1.2

ISO/IEC 17025 (2017)

Materials

Service Product Determinant Technique Procedure Limitations
Analysis of bituminous materials - Properties Bituminous materials Softening point Ring and ball Austroads Method AGPT/T131, AS 2341.18
Sample handling and conditioning Not applicable Austroads ATM 102
Torsional recovery Not applicable Austroads ATM 122
Viscosity Brookfield viscometer; Rotational Austroads ATM 111
AS 2341.4
Sample collection Bituminous materials Not applicable Polymer modified bitumens from tanks, tankers and drums; Residual bitumens from tanks, tankers and drums

AS 2008, Austroads ATM 101

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