Pearce Geotech Pty Ltd

Site

Pearce Geotech Pty Ltd

Accreditation No.

18877

Site No.

21076

Date of Accreditation

26 Jun 2012

Address

23 Nobility Street
Moolap, VIC 3224
Australia

Contact

Mr Daniel Pearce P: +61 0410023164

Availability

Services available to external clients

Scope of Accreditation

Pearce Geotech Pty Ltd

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 abrasion Aggregates Abrasion resistance Los Angeles machine value AS 1141.23
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm AS 1141.12
Shape Flakiness; Proportional calliper AS 1141.14, AS 1141.15
Particle size distribution Sieve analysis

AS 1141.11.1

Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate Weighing-in-water AS 1141.5, AS 1141.6.1
Bulk density Compacted; Uncompacted AS 1141.4
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Slump flow Cone AS 1012.3.1
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Bleeding In-situ analysis - Freshly mixed concrete AS 1012.6
Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure AS 1012.5
Mass per unit volume - Hardened concrete Dimensions AS 1012.12.1
Compressive strength Cylinder AS 1012.9
Air content of freshly mixed concrete Reduced air pressure AS 1012.4.2
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of drying shrinkage specimens; In-situ manufacture and curing of flexural strength specimens AS 1012.8.1, AS 1012.8.2, AS 1012.8.4
Evaluation of geotechnical and civil construction material - Soil classification Soils Plastic limit Not applicable

AS 1289.3.2.1

Linear shrinkage Not applicable

AS 1289.3.4.1

Sieve analysis Not applicable

AS 1289.3.6.1

Moisture content Drying oven

AS 1289.2.1.1

Liquid limit Casagrande one point

AS 1289.3.1.1, 3.1.2

Weighted plasticity index Not applicable

RC (Vic) Method 326.01

Plasticity index Casagrande

AS 1289.3.3.1

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

Assignment of optimum moisture content/maximum dry density (OMC/MDD); Minimum and maximum dry density Not applicable

AS 1289.5.4.2

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Moisture ratio assessment of dry back Not applicable

RC (Vic) Method 316.14

AS 1289.5.4.1

Density index Not applicable

AS 1289.5.6.1

Compaction control Hilf

AS 1289.5.7.1

Characteristic field density values Not applicable

RC (Vic) Method 316.00

Density - In-situ; Field moisture content Nuclear gauge

AS 1289.5.8.1

Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Perth sand penetrometer AS 1289.6.3.3
Penetration in-situ Dynamic cone AS 1289.6.3.2
Evaluation of geotechnical and civil construction material - Soil in-situ strength Soils Bearing strength - In-situ Plate bearing DIN 18134
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Assignment of CBR and percent swell RC (Vic) Method 301.04, RC (Vic) Method 324.01
Bearing ratio Remoulded specimens AS 1289.6.1.1
Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289.4.3.1

Evaluation of geotechnical and civil construction material - Soil permeability Soils Permeability Constant head for a remoulded specimen AS 1289.6.7.1
Permeability Falling head for a remoulded specimen AS 1289.6.7.2
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1

RC (Vic) Method 301.01

Soil pre-treatment Repeated compaction pre-treatment

RC (Vic) Method 301.05

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Laboratory stabilisation of soil Lime stabilisation

RC (Vic) Method 301.03

Cementitious binder and granular additive content; Compressive strength; Density decay correction factor for granular materials Uniaxial unconfined AS 5101.4, RC (Vic) Method 330.02, RC (Vic) Method 330.03
Laboratory stabilisation of soil Cement

RC (Vic) Method 301.06

Sample collection Aggregates Not applicable Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1

Concrete, grout and mortar Not applicable Fresh concrete from a mixer AS 1012.1
Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

AS 1289.1.4.1, 1.4.2

RC (Vic) Method 316.10

Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile

AS 1289.1.2.1

ANNEX laboratory

ISO/IEC 17025 (2005)

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
FMG Raw Water Pipeline Annex Facility

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility 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 The FMG Raw Water Pipeline Annex Facility, Site No. 25903, is established from 21 April 2022 until 30 November 2022 for the MPC - Iron Bridge Project for MPC Kinetic. Contract No. 116-9003.
Kaban Windfarm Annex Facility

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility 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 The Kaban Windfarm Annex Facility, Site No. 25906 is established from 26 April 2022 until 26 June 2022 for the construction of a windfarm and access roads for the Kaban Green Hub for MPC Kinetic Group. Contract No. 110-006
Pearce Geotech RPWF Annex Facility

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility 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 The Pearce Geotech RPWF Annex Facility is established from 21 February 2022 until 30 August 2022 for the Construction of a wind farm and access roads for Dundrum Civil Pty Ltd. Contract No. P211130.

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.