Construction Sciences Pty Ltd

Site

Kalgoorlie Laboratory

Accreditation No.

1986

Site No.

24566

Date of Accreditation

Address

Lot 204 Kambalda Road
Kalgoorlie, WA 6430
Australia

constructionsciences.net

Contact

Availability

Services available to external clients

Scope of Accreditation

Withdrawn

ISO/IEC 17025 (2005)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Accreditation is held to establish new branch sites 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 Kalgoorlie Branch Site
Lot 204, Kambalda Road, Boulder, WA 6432
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 contaminants Aggregates Clay and fine silt Settling AS 1141.33
Weak particles contaminants Sieve analysis

AS 1141.32

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted

AS 1141.4

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Aggregate crushing value Not applicable

AS 1141.21

Wet/dry strength variation Not applicable

AS 1141.22

Moisture content Drying oven

MRWA Method WA212.1

Abrasion resistance Los Angeles machine value

AS 1141.23; MR WA Method WA220.1

Shape Average least dimension

AS 1141.20.1; AS 1141.20.2; MRWA Method QA215.1

Particle density of fine aggregate Weighing-in-water

AS 1141.5

Water absorption of fine aggregate

AS 1141.5

Abrasion resistance Los Angeles machine value

MRWA Method WA220.2

Shape Flakiness

AS 1141.15; MRWA Method WA216.1

Water absorption of coarse aggregate

AS 1141.6.1

Bulk density Uncompacted

AS 1141.4 

Shape Proportional calliper

AS 1141.14

Particle size distribution Sieve analysis

AS 1141.11.1; MRWA Method WA210.1

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Soundness Exposure to sodium sulfate solution

AS 1141.24

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

AS 1478.2 Appendix C, D

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar 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

Air content of freshly mixed concrete Reduced air pressure AS 1012.4.2
Compressive strength Cube; Cylinder

AS 1012.9

AS 1478.2 Appendix A

RMS (NSW) Method T375

ASTM C109, ASTM C579 Test Method B

BS EN 196-1 clause 9

BS EN 445 clause 4.6

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 drying shrinkage specimens in the laboratory AS 1012.8.4
Specimen manufacture and curing Manufacture and curing of cylindrical specimens in the laboratory; Manufacture and curing of drying shrinkage specimens in the laboratory

AS 1012.8.1,

AS 1478.2 Appendix A

ASTM C109 clause 10.4.2, ASTM C579 Test Method B

BS EN 196-1 clause 8

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Layer thickness Not applicable

MRWA Method WA330.1

Penetration depth Ball embedment

MRWA Method WA312.1

Texture depth Sand patch

MRWA Method WA311.1

Evaluation of geotechnical and civil construction material - Rock properties Rocks Point load strength index Not applicable

AS 4133.4.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Particle density Not applicable

AS 1289.3.5.1

Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.9.1; AS 1289.3.9.2; MRWA Method WA120.1; MRWA Method WA120.2 

Plasticity index Casagrande

AS 1289.3.3.1

Moisture content Infrared light

AS 1289.2.1.5

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

Linear shrinkage Not applicable

AS 1289.3.4.1; MRWA Method WA123.1

Moisture content Correlation

AS 1289.2.3.1 

Plastic limit Not applicable

AS 1289.3.2.1

MRWA Method WA121.1

Moisture content Drying oven

AS 1289.2.1.1

MRWA Method WA110.1

MR (Qld) Method Q102A

Plasticity index Cone

AS 1289.3.3.2

MRWA Method WA122.1

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

AS 1289.5.1.1; MRWA Method WA132.1; MRWA Method WA132.2

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

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; MRWA Method WA133.1; MRWA Method WA133.2

Evaluation of geotechnical and civil construction material - Soil engineering properties Soils Reactivity Shrink/swell

AS 1289.7.1.1

Penetration in-situ Dynamic cone; Perth sand penetrometer

AS 1289.6.3.2; AS 1289.6.3.3

Dispersion Emerson class

AS 1289.3.8.1

Fine particle analysis Hydrometer

AS 1289.3.6.3

Bearing ratio In-situ measurement

AS 1289.6.1.3

Shear strength Direct shear force

AS 1289.6.2.2

Triaxial strength Triaxial undrained with pore water pressure measured

AS 1289.6.4.2

Compressive strength Uniaxial maximum dry

MRWA Method WA140.1

Bearing ratio Remoulded specimens

AS 1289.6.1.1

MRWA Method WA141.1

Consolidation One-dimensional

AS 1289.6.6.1

Triaxial strength Triaxial undrained without pore water pressure measurement

AS 1289.6.4.1

Permeability Constant head for a remoulded specimen; Falling head for a remoulded specimen

AS 1289.6.7.1; AS 1289.6.7.2

Dispersion Percentage (%)

AS 1289.3.8.2

Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In-situ Sand-cone

AS 1289.5.3.1; ; MRWA Method WA324.1

Field moisture content Nuclear gauge

AS 1289.5.8.1; MRWA Method WA324.2

Dry density ratio Calculation

AS 1289.5.4.1; MRWA Method WA134.1; MRWA Method WA136.1

Moisture ratio Measured

AS 1289.5.4.1; MRWA Method WA134.1; MRWA Method WA136.1

Density - In-situ Nuclear gauge

AS 1289.5.8.1; 

Compaction control Hilf

AS 1289.5.7.1

Dry density ratio Statistical selection of reference values

AS 1289.5.4.3

Density index Not applicable

AS 1289.5.6.1

Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Calcium carbonate content Not applicable

MRWA Method WA915.1

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1; MRWA Methods WA105.1

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

AS 5101.4

MRWA Method WA143.1

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1; MRWA Method WA200.1

Concrete, grout and mortar Not applicable Fresh concrete from a mixer

AS 1012.1

Soils Not applicable Site selection - Random sampling

AS 1289.1.4.1; MRWA Method WA100.1

Not applicable Site selection - Random stratified sampling

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; MRWA Method WA100.1

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt Settling AS 1141.33

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.