C M Testing Service

Site

Materials Testing Laboratory

Accreditation No.

2062

Site No.

2055

Date of Accreditation

02 Jun 1986

Address

2 Turner Street
Bundaberg, QLD 4670
Australia

Contact

Mrs Kathy Rohdmann P: +61 (07) 41527644

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Materials Testing Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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 Clay and fine silt; Organic impurities Colour test

AS 1141.34, AS 1141.33

Weak particles contaminants Sieve analysis

AS 1141.32

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle density of fine aggregate Weighing-in-water

AS 1141.5

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Shape Crushed faces

AS 1141.18

Shape Proportional calliper

AS 1141.14

Bulk density Compacted; Uncompacted

AS 1141.4

Shape Flakiness

AS 1141.15, MR (Qld) Method Q201

Particle size distribution Sieve analysis

AS 1141.11.1

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Shape Average least dimension

AS 1141.20.3

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate MR (Qld) Method Q208B
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 Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Compressive strength Cylinder

AS 1012.9

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

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

AS 1289.3.5.1-2006

Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105

Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A

Liquid limit Casagrande four point

AS 1289.3.1.1

Liquid limit Casagrande one point

AS 1289.3.1.2

Liquid limit Cone one point

MR (Qld) Method Q104D

Plasticity index Casagrande

AS 1289.3.3.1

Description, identification and classification Not applicable

AS 1726 Tables 9 and 10 (Laboratory tests only)

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Plasticity index Cone

AS 1289.3.3.2, MR (Qld) Method Q105

Moisture content Drying oven

AS 1289.2.1.1

Liquid limit Cone four point

AS 1289.3.9.1, MR (Qld) Method Q104A

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, MR (Qld) Method Q144A

Oversize material Oversize material treatment

MR (Qld) Method Q143

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1, MR (Qld) Method Q142B

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, MR (Qld) Method Q142A

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 Density - In-situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

Density index Not applicable

AS 1289.5.6.1

Degree of saturation Not applicable

MR (Qld) Method Q146

Relative compaction Not applicable

MR (Qld) Method Q140A

Dry density ratio Calculation

AS 1289.5.4.1

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 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 Q101D

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Sample collection Aggregates Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1, MR (Qld) Method Q060

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

AS 1012.1

Soils Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2, MR (Qld) Method Q050

Not applicable Undisturbed soil sampling by open-drive sampler

AS 1289.1.3.1

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