K & H Geotechnical Services Pty Ltd

Site

Parkes Laboratory

Accreditation No.

5613

Site No.

5606

Date of Accreditation

16 Dec 1993

Address

2A East Street
Parkes, NSW 2870
Australia

kh-geotech.com.au

Contact

Mr Gary Schwarz P: +61 0427336821

Availability

Services available to external clients

K & H Geotechnical Services Pty Ltd address map

Scope of Accreditation

Print scopes
Parkes Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations

Suspended

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

Suspended

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar performance		 Concrete, grout and mortar Flexural performance of fibre reinforced concrete; Flexural performance of square panels 3-Point bend; Beam with third-point loading ASTM C1609/C1609M
EFNARC 3 point bending test on square panels

Suspended

Evaluation of geotechnical and civil construction material - Soil compaction characteristics		 Soils Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Suspended

Evaluation of geotechnical and civil construction material - Soil field density		 Soils Density index Not applicable

AS 1289.5.6.1

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Organic impurities Colour test AS 1141.34; RMS (NSW) Method T260

TfNSW TS 02799.38

Foreign material in recycled aggregate Manual classification RMS (NSW) Method T276

TfNSW TS 02799.51

Clay and fine silt Settling

AS  1141.33; RMS (NSW) Method T268

TfNSW TS 02799.43

Weak particles contaminants Sieve analysis AS 1141.32; RMS (NSW) Method T202

TfNSW TS 02799.03

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates 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; RMS (NSW) Method T209; RMS (NSW) Method T210

TfNSW TS 02799.08,TfNSW TS 02799.09

Shape Proportional calliper

AS 1141.14; RMS (NSW) Method T213

TfNSW TS 02799.12

Bulk density Compacted; Uncompacted

AS 1141.4;  RMS (NSW) Method T211; RMS (NSW) Method T212

TfNSW TS 02799.10,TfNSW TS 02799.11

Particle size distribution Fine particles in road materials; Sieve analysis

AS 1141.11.1; AS 1141.19; RMS (NSW) Method T201

TfNSW TS 02799.02

Shape Flakiness

AS 1141.15

Shape Average least dimension; Ratio greatest to least dimension

AS 1141.20.1; AS 1141.20.2; RMS (NSW) Method T235; RMS (NSW) Method T275

TfNSW TS 02799.32,TfNSW TS 02799.50

Shape Crushed faces

AS 1141.18; RMS (NSW) Method T239

TfNSW TS 02799.36

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value Not applicable AS 1141.21; RMS (NSW) Method T205

TfNSW TS 02799.06

Wet/dry strength variation Not applicable AS 1141.22; RMS (NSW) Method T215

TfNSW TS 02799.13

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ Concrete, grout and mortar Slump flow Cone; J-ring; T500

AS 1012.3.1; AS 1012.3.5; RMS (NSW) Method T301; ASTM C1611; ASTM C1621

TfNSW TS 02800.02

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar performance Concrete, grout and mortar Flexural performance of fibre reinforced concrete; Flexural tensile strength; Flexural toughness of fibre reinforced concrete and shotcrete Beam with third-point loading; Limit of proportionality; Residual ASTM C1550; BS EN 14651; EN 14488.3
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar permeability Concrete, grout and mortar Permeability Volume change with water absorption - Permeable voids

AS 1012.21; DIN 1048.5

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1; RMS (NSW) Method T316

TfNSW TS 02800.16

Specimen preparation Capping of compressive strength specimens

RMS (NSW) Method T305

TfNSW TS 02800.06

Fibre content in fresh concrete Not applicable DIN EN 14488.7 (Method B)
Flexural strength Modulus of rupture

AS 1012.11

Compressive strength Cube; Cylinder

AS 1012.9; RMS (NSW) Method T306

TfNSW TS 02800.07

Compressive strength Core

AS 1012.14; RMS (NSW) Method T310

TfNSW TS 02800.11

Indirect tensile strength Brazil

AS 1012.10

Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar shrinkage Concrete, grout and mortar Drying shrinkage specimen measurement Not applicable AS 1012.13
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

AS 1012.8.1; RMS (NSW) Method T304

TfNSW TS 02800.05

Specimen manufacture and curing 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; In situ manufacture and curing of grout and mortar cubes

AS 1012.8.1; AS 1012.8.2; AS 1012.8.3; AS 1012.8.4;  RMS (NSW) Method T304

TfNSW TS 02800.05

Specimen manufacture and curing Curing fibre reinforced specimens in the laboratory; Manufacture and curing of fibre reinforced specimens in the field

ASTM C1550; ASTM C1609/1609M; BS EN14651; EFNARC Three point bending test

Specimen conditioning Dry conditioning of hardened concrete core specimens; Wet conditioning of hardened concrete core specimens

AS 1012.14; RMS (NSW) Method T310

TfNSW TS 02800.11

Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Benkelman beam; Deflection monitoring RMS (NSW) Method T160, RMS (NSW) Method T199

TfNSW TS 02795.23,TfNSW TS 02795.57

Evaluation of geotechnical and civil construction material - Soil classification Soils Fine particles in road materials Not applicable

AS 1141.19; RMS (NSW) Method T107;TfNSW T107;

TfNSW TS 02795.03

Plastic limit Not applicable

AS 1289.3.2.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.05

Plasticity index Casagrande

AS 1289.3.3.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.05

Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1; AS 1289.3.1.2; RMS (NSW) Method T108;TfNSW T108;TfNSW T105;

TfNSW TS 02795.01,TfNSW TS 02795.04

Linear shrinkage Not applicable

AS 1289.3.4.1; RMS (NSW) Method T113;TfNSW T113;

TfNSW TS 02795.08

Sieve analysis Not applicable

AS 1289.3.6.1; RMS (NSW) Methods T106;TfNSW T106;

TfNSW TS 02795.02

Moisture content Drying oven

AS 1289.2.1.1; RMS (NSW) Method T120

TfNSW TS 02795.14

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

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1; RMS (NSW) Method T112

TfNSW TS 02795.07

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1; RMS (NSW) Method T111; RMS (NSW) Method T130

TfNSW TS 02795.06,TfNSW TS 02796.01

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 Compaction control; Density - In situ Nuclear gauge

AS 1289.5.8.1; RMS (NSW) Method T173

TfNSW TS 02795.36

Density - In situ Sand-cone

AS 1289.5.3.1

Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28

Compaction control Hilf

AS 1289.5.7.1; RMS (NSW) Method T162

TfNSW TS 02795.24

Dry density ratio; Moisture ratio Calculation

AS 1289.5.4.1

Density - In situ Sand pouring apparatus

AS 1289.5.3.2; RMS (NSW) Method T119

TfNSW TS 02795.13

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone AS 1289.6.3.2; RMS (NSW) Method T161

TfNSW TS 02795.23

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Compressive strength Uniaxial maximum dry RMS (NSW) Method T114

TfNSW TS 02795.09

Bearing ratio Remoulded specimens AS 1289.6.1.1; RMS (NSW) Method T117; RMS (NSW) Method T132

TfNSW TS 02795.11,TfNSW TS 02796.03

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment RMS (NSW) Method T103;TfNSW T103;TfNSW T105;

TfNSW TS 02794.03,TfNSW TS 02795.01

Soil pre-treatment Repeated compaction pre-treatment

AS 1289.1.1; RMS (NSW) Method T102;TfNSW T102;TfNSW T105;

TfNSW TS 02794.02,TfNSW TS 02795.01

Soil pre-treatment Not applicable

AS 1289.1.1;  RMS (NSW) Method T105;TfNSW T105;

TfNSW TS 02795.01

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

RMS (NSW) Method T116; RMS (NSW) Method T131

TfNSW TS 02795.10,TfNSW TS 02796.02

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1

Concrete, grout and mortar Not applicable Hardened concrete by coring

AS 1012.14

Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a truck; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in situ AS 1289.1.2.1; RMS (NSW) Method T100

TfNSW TS 02794.01

Benalla Precast Factory Annex Facility 2

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations

Suspended

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 Benalla Precast Factory Annex Facility 2, Site No. 26251, is established from 26 April 2023 until 1 December 2025 for North East Link - Primary Package for Spark NEL DC JV. Contract No. 6400042408
Brisbane Annex Facility 2

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations

Suspended

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 Brisbane Annex Facility 2, Site No. 26220, is established from 10 March 2023 until 1 June 2025 for Brisbane Move (Brisbane Metro Rail Tunnel) Project for Acconia Constructions Australia. Contract No. BM-CA-209-KHG-CNT

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.