HiQA Kanga & Associates

Site

Naval Base Laboratory

Accreditation No.

2337

Site No.

2330

Date of Accreditation

08 Feb 2021

Address

42 Lionel Street
Naval Base, WA 6165
Australia

Contact

Mr Kevin Noone P: +61 0406480589

Availability

Services available to external clients

HiQA Kanga & Associates address map

Scope of Accreditation

Print scopes
Naval Base 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 - Concrete, grout and mortar consistence in situ Concrete, grout and mortar Slump flow Cone AS1012.3.1
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Mass per unit volume - Hardened concrete Dimensions AS1012.12.1
Compressive strength Cylinder AS1012.9
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Manufacture and curing of cylindrical specimens in the laboratory AS1012.8.1
Evaluation of geotechnical and civil construction material - Soil chemical properties Soils Organic matter Loss on ignition (LOI) ASTM D2974 Method A and C
Calcium carbonate content Not applicable MRWA Method WA915.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Microwave oven

AS 1289.2.1.4

MRWA Method WA110.2

Moisture content Drying oven

AS 1289.2.1.1

MRWA Method WA110.1

Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1

AS 1289.3.1.2

MRWA Method WA120.1
Liquid limit Cone four point

AS 1289.3.9.1

MRWA Method WA120.2

Linear shrinkage

AS 1289.3.4.1

MRWA Method WA123.1

Liquid limit Casagrande four point

AS 1289.3.1.1

MRWA Method WA120.1

Plastic limit Not applicable

AS 1289.3.2.1

MRWA Method WA121.1

Particle density Not applicable

AS 1289.3.5.1

Description, identification and classification Not applicable

AS 1726 Tables 9 and 10 (Laboratory classification elements only)

Sieve analysis Not applicable

AS 1289.3.6.1

MRWA Method WA115.1

MRWA Method WA115.2

Plasticity index Casagrande; Cone

AS 1289.3.3.1

AS 1289.3.3.2

MRWA Method WA122.1

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 Standard compactive effort

AS 1289.5.1.1

MRWA Method WA132.1

MRWA Method WA132.2

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

MRWA Method WA133.1

MRWA Method WA133.2

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class; Pinhole AS 1289.3.8.1
AS 1289.3.8.3
Evaluation of geotechnical and civil construction material - Soil electrical properties Soils Electrical resistance Not applicable AS 1289.4.4.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In situ Sand pouring apparatus

MRWA Method WA324.1

Dry density ratio; Moisture ratio Calculation; Measured; Statistical selection of reference values

AS 1289.5.4.1

AS 1289.5.4.3

MRWA Method WA134.1

MRWA Method WA136.1

Compaction control Hilf

AS 1289.5.7.1

Density - In situ Nuclear gauge

AS 1289.5.8.1

MRWA Method WA324.2

Evaluation of geotechnical and civil construction material - Soil fine particles Soils Fine particle analysis Hydrometer AS 1289.3.6.3
Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.2
AS 1289.6.3.3
Evaluation of geotechnical and civil construction material - Soil in situ strength Soils Impact strength - In situ Clegg impact AS 1289.6.9.1
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1
MRWA Method WA141.1
Compressive strength Uniaxial maximum dry MRWA Method WA140.1
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 pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1

MRWA Method WA105.1

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

AS 5101.4

Sample collection Concrete, grout and mortar Not applicable Fresh concrete from a mixer AS1012.1
Soils Not applicable Site selection - Random sampling

AS 1289.1.4.1

AS 1289.1.4.2

MRWA Method WA0.1

MRWA Method WA100.1
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 windrow; Disturbed soil sampling in situ

AS 1289.1.2.1

AS 1141.3.1

MRWA Method WA100.1

M1 Channel Upgrade Annex 2

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 M1 Channel Upgrade Annex 2, Site No 26738 is established from 25 June 2024 until 24 June 2025 for M1 Channel Upgrade and Associated Works Project for Construction Materials Testing for Entracon Civil Pty Ltd. Contract No: T592-24.
McPhee ROM 2 Access Road 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 McPhee ROM 2 Access Road Annex Facility, Site No 26956 is established from 25 November 2024 until 25 July 2025 for McPhee ROM 2 Access Road for SRG Global, Contract No T609/24.
Sunrise Dam Goldmine 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 Sunrise Dam Goldmine Annex Facility, Site No 26951 is established from 11 November 2024 until 22 December 2024 for Sunrise Dam - Runway Edge Regrading Works for SRG Global, Contract No T637/24.

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