Fulton Hogan Industries Pty Ltd

Site

Cedar Creek Laboratory

Accreditation No.

2887

Site No.

21083

Date of Accreditation

24 Jul 2012

Address

Tamaree Road
Cedar Creek, QLD 4207
Australia

fultonhogan.com.au

Contact

Mr Scott Hamilton P: +61 (07) 55464254

Availability

Services not available to external clients

Scope of Accreditation

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; Resistance to stripping Not applicable

MR (Qld) Method Q212B, MR (Qld) Method Q216

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 Bulk density Compacted; Uncompacted

AS 1141.4

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12

Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper

AS 1141.14, AS 1141.15, AS 1141.18, AS 1141.20.1, AS 1141.20.3, MR (Qld) Method Q201

Particle density of coarse aggregate; Particle density of fine aggregate Weighing-in-water

AS 1141.5, AS 1141.6.1

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate AS 1141.25.2,MR (Qld) Method Q208B
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value; Wet/dry strength variation Not applicable AS 1141.21, AS 1141.22
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Penetration depth Ball embedment Austroads Method AGPT/T251
Evaluation of geotechnical and civil construction material - Soil classification Soils Cone plasticity index; Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis Cone four point; Cone one point; Drying oven; Hot plate

AS 1289.2.1.1, AS 1289.2.1.6, AS 1289.3.2.1, AS 1289.3.3.2, AS 1289.3.4.1, AS 1289.3.6.1, AS 1289.3.9.1; MR (Qld) Method Q103A, MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q106

Particle density Gravimetric AS 1289.3.5.1
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship; Oversize material Modified compactive effort; Oversize material treatment; Standard compactive effort

AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2, MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q144A, MR (Qld) Method Q145A, MR (Qld) Method Q143

Evaluation of geotechnical and civil construction material - Soil field density Soils Field moisture content Nuclear gauge AS 1289.5.8.1, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method Q141A
Degree of saturation Not applicable

MR (Qld) Method Q146

Density - In-situ Nuclear gauge; Sand-cone

AS 1289.5.3.1, AS 1289.5.8.1, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03, MR (Qld) Method Q141A, MR (Qld) Method Q141B

Relative compaction Not applicable

MR (Qld) Method Q140A

Density - In-situ; Dry density ratio Calculation; Measured AS 1289.5.4.1
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone AS 1289.6.3.2, MR (Qld) Method Q114B
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113C
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, MR (Qld) Method Q101C

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Cement content; Cement content characteristic values Heat of neutralisation

MR (Qld) Method Q134, MR (Qld) Method Q020

Compressive strength; Sample preparation Standard compaction - UCS specimens; UCS specimens - Field mix; UCS specimens - Laboratory mix; Uniaxial unconfined

MR (Qld) Method Q115, MR (Qld) Method Q135B, MR (Qld) Method Q251A, MR (Qld) Method Q251B

Laboratory stabilisation of soil Cement; Lime stabilisation

MR (Qld) Method Q135A

Sample collection Aggregates Not applicable Aggregate from a stockpile; Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Quarry aggregate from a quarry face

AS 1141.3.1, AS 1141.3.2, MR (Qld) Method Q060

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

MR (Qld) Method Q050

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Hot plate

AS 1289.2.1.6

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Cement content; Cement content characteristic values Heat of neutralisation

MR (Qld) Method Q134; MR (Qld) Method Q020

Sample preparation Standard compaction - UCS specimens; UCS specimens - Field mix; UCS specimens - Laboratory mix MR (Qld) Method Q115, MR (Qld) Method 251A, MR (Qld) Method 251B

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