Fulton Hogan Industries Pty Ltd

Site

Ormeau Laboratory – Technical 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 0428005045

Availability

Services conditionally available to external clients

Fulton Hogan Industries Pty Ltd address map

Scope of Accreditation

Print scopes
Ormeau Laboratory – Technical 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 contaminants Aggregates Weak particles contaminants Sieve analysis AS 1141.32
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Proportional calliper AS 1141.14
Particle size distribution Sieve analysis

AS 1141.11.1, MR (Qld) Method Q103A
Shape Flakiness

AS 1141.15, MR (Qld) Method Q201
Sample preparation Undisturbed samples

AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B
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
Particle size distribution Sieve analysis of material finer than 75 µm AS 1141.12
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Exposure to sodium sulfate solution AS 1141.24
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
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/NZS 2891.10
Bitumen content and aggregate grading Reflux

AS/NZS 2891.3.1, MR (Qld) Method Q308A
Bitumen content and aggregate grading Reflux MR (Qld) Method Q308C
Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Density ratio and air voids Not applicable

AS/NZS 2891.14.5

AAA MT 002
Characteristic values Not applicable

MR (Qld) Method Q020
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
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, AAA MT 001
Evaluation of geotechnical and civil construction material - Asphalt mix design Asphalts Equivalent warm mix compaction temperature Comparison method MR (Qld) Method Q323
Mix composition Marshall method MR (Qld) Method Q309
Evaluation of geotechnical and civil construction material - Asphalt performance Asphalts Wheel tracking stability Wheel tracking machine MR (Qld) Method Q325
Stripping potential Tensile strength ratio Austroads ATM 232
Deformation resistance Wheel tracking machine Austroads ATM 231
Permeability Ponding MR (QLD) Method Q304A
Resilient modulus Indirect tensile AS/NZS 2891.13.1
Evaluation of geotechnical and civil construction material - Asphalt specimen manufacture Asphalts Specimen compaction Gyratory compaction

AS/NZS 2891.2.2
Specimen conditioning Handling and conditioning

AS/NZS 2891.2.1, MR (Qld) Method Q303A, MR (Qld) Method Q303B
Specimen compaction Compaction of asphalt slabs Ausroads method AGPT/T220
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Sample preparation Vacuum drying MR (Qld) Method Q324
Fixed and free binder Not applicable MR (Qld) Method Q321
Maximum density Water displacement

AS/NZS 2891.7.1
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 Q306C
Voids and density relationship Not applicable

AS/NZS 2891.8, MR (Qld) Method Q311
Richness modulus Not applicable MR (Qld) Method Q327
Mix volume ratio density Not applicable

MR (Qld) Method Q318
Binder film thickness Not applicable

MR (Qld) Method Q317
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 ATM 250
Penetration depth Ball embedment Austroads Method AGPT/T251
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Relative moisture content MR (Qld) Method Q250
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable AS 1289.5.4.2, MR (Qld) Method Q144A
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
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 Bitumen content Not applicable MR (Qld) Method Q118
Laboratory stabilisation of soil Foamed bitumen Austroads Method AGPT/T301
Compaction Vacuum saturation MR (Qld) Method Q147B
Sample preparation Foamed bitumen stabilisation - Field MR (Qld) Method Q138B
Curing of moulded specimens Not applicable MR (Qld) Method Q254B
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS/NZS 1141.3.1, MR (Qld) Method Q060
Asphalts 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
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

ISO/IEC 17025 (2017)

Materials

Service Product Determinant Technique Procedure Limitations
Analysis of bituminous materials - Properties Bituminous materials Sample recovery Solvent extraction Austroads ATM 191
Softening point Ring and ball Austroads Method AGPT/T131, AS 2341.18
Torsional recovery Not applicable Austroads ATM 122
Sample handling and conditioning Not applicable Austroads ATM 102
Viscosity Rotational; Rotational viscometer 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

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.