Wagner Investments Pty Ltd

Site

Wellcamp Base Laboratory

Accreditation No.

15402

Site No.

16159

Date of Accreditation

13 Mar 2006

Address

1511 Toowoomba-Cecil Plains Road
Wellcamp, QLD 4350
Australia

wagner.com.au

Contact

Mr Ivan Clarke P: +61 0428792199

Availability

Services conditionally available to external clients

Scope of Accreditation

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 binder adhesion Aggregates Degree of precoating Not applicable

MR (Qld) Method Q216

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Organic impurities Colour test

AS 1141.34

Sugar Fehlings solution

AS 1141.35

Weak particles contaminants Sieve analysis

AS 1141.32

Clay and fine silt Settling

AS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Crushed faces

AS 1141.18

Water absorption of coarse aggregate Not applicable

AS 1141.6.1

Shape Average least dimension

AS 1141.20.1, AS 1141.20.3

Shape Proportional calliper

AS 1141.14, MR (Qld) Method Q213

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Particle density of fine aggregate Weighing-in-water

AS 1141.5

Particle size distribution Sieve analysis

AS 1141.11.1

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Bulk density Uncompacted

AS 1141.4

Water absorption of fine aggregate Not applicable

AS 1141.5

Shape Flakiness

AS 1141.15, MR(Qld) Method Q201

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Exposure to sodium sulfate solution AS 1141.24
Soundness Degradation factor on source rock AS 1141.25.1, MR (Qld) Method Q208A
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 Not applicable AS 1141.21
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 T500

AS 1012.3.5

Slump flow J-ring

AS 1012.3.5

Slump flow Cone

AS 1012.3.1

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

AS 1012.9

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2

Compressive strength Core

AS 1012.14

Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure

AS 1012.5

Compressive strength Cube

AS 1012.9; 

Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2

Flexural strength Modulus of rupture

AS 1012.11

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Bleeding In-situ analysis - Freshly mixed concrete

AS 1012.6

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 grout and mortar cubes in the laboratory

AS 1012.8.3

Specimen manufacture and curing Manufacture and curing of flexural strength specimens in the laboratory

AS 1012.8.2

Specimen manufacture and curing Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

Specimen manufacture and curing Manufacture and curing of drying shrinkage specimens in the laboratory

AS 1012.8.4

Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Cone one point

MR (Qld) Method Q104D

Moisture content Drying oven

AS 1289.2.1.1, MR (Qld) Method Q102A

Moisture content Microwave oven

AS 1289.2.1.4

Liquid limit Casagrande four point

AS 1289.3.1.1

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A

Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105

Liquid limit Casagrande one point

AS 1289.3.1.2

Liquid limit Cone four point

AS 1289.3.9.1; MR (Qld) Method Q104A

Plasticity index Casagrande

AS 1289.3.3.1

Plasticity index Cone

AS 1289.3.3.2, MR (Qld) Method Q105

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

AS 1289.5.2.1, MR (Qld) Method Q142B

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Oversize material Oversize material treatment

MR (Qld) Method Q143

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, MR (Qld) Method Q142A

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

AS 1289.5.4.2

Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In-situ Nuclear gauge

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

Field moisture content Nuclear gauge

AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N02

Relative compaction Not applicable

MR (Qld) Method Q140A

Density - In-situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

Dry density ratio Calculation

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
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 Q113B, 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, MR (Qld) Method Q101D

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1, MR (Qld) Method Q060

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Concrete, grout and mortar Not applicable Fresh concrete from deposited concrete

AS 1012.1

Soils Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2, MR (Qld) Method Q050

Not applicable Disturbed sampling from earthwork; 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

Not applicable Site selection - Random sampling

AS 1289.1.4.1, MR (Qld) Method Q050

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.