Fulton Hogan Industries Pty Ltd

Site

Staplyton Laboratory

Accreditation No.

2887

Site No.

24738

Date of Accreditation

26 Mar 2020

Address

Stonemaster Drive
Stapylton, QLD 4207
Australia

fultonhogan.com

Contact

Mr Warrick Cutler P: +61 0428005045

Availability

Services not available to external clients

Scope of Accreditation

Print scopes
Staplyton 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 Establishment of annex facilities
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Flakiness

AS 1141.15, MR (Qld) Method Q201
Water absorption of coarse aggregate Weighing-in-water AS 1141.6.1
Particle size distribution Sieve analysis

AS 1141.11.1, MR (Qld) Method Q103A
Particle density of fine aggregate Weighing-in-water

AS 1141.5
Particle size distribution Sieve analysis of material finer than 75 µm AS 1141.12
Shape Proportional calliper AS 1141.14
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Methylene blue value AS 1141.66
Soundness Exposure to sodium sulfate solution AS 1141.24
Evaluation of geotechnical and civil construction material - Asphalt adhesion and stripping Asphalts 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

AS/NZS 2891.3.1, MR (Qld) Method Q308A
Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts 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 mix design Asphalts Mix composition Marshall method MR (Qld) Method Q309
Equivalent warm mix compaction temperature Comparison method MR (Qld) Method Q323
Evaluation of geotechnical and civil construction material - Asphalt performance Asphalts Resilient modulus Indirect tensile AS/NZS 2891.13.1
Deformation resistance Wheel tracking machine Austroads ATM 231
Sensitivity to water; Stripping potential Tensile strength ratio

MR (Qld) Method Q315
Stripping potential Tensile strength ratio Austroads ATM 232
Wheel tracking stability Wheel tracking machine MR (Qld) Method Q325
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 Compaction of asphalt slabs Ausroads method AGPT/T220
Specimen compaction Gyratory compaction

AS/NZS 2891.2.2
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties Asphalts Voids and density relationship Not applicable

AS/NZS 2891.8, MR (Qld) Method Q311
Maximum density Water displacement

AS/NZS 2891.7.1, MR (Qld) Method Q307A
Binder film thickness Not applicable

MR (Qld) Method Q317
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
Mix volume ratio density Not applicable

MR (Qld) Method Q318
Richness modulus Not applicable MR (Qld) Method Q327
Fixed and free binder Not applicable MR (Qld) Method Q321
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven AS 1289.2.1.1
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 Standard compactive effort AS 1289.5.1.1, MR (Qld) Method Q142A
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 pre-treatment Soils Soil pre-treatment Not applicable AS 1289.1.1
MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Sample preparation Foamed bitumen stabilisation - Field MR (Qld) Method Q138B
Compaction Vacuum saturation MR (Qld) Method Q147B
Laboratory stabilisation of soil Foamed bitumen Austroads Method AGPT/T301
Curing of moulded specimens Not applicable MR (Qld) Method Q135C
Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 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 Uncompacted asphalt

AS/NZS 2891.1.1

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.