CCMT Laboratories

CCMT Holdings Pty Ltd trading as CCMT Laboratories

Site

Central Highlands Laboratory

Accreditation No.

20927

Site No.

19097

Date of Accreditation

02 Jun 2021

Address

34 Hibernia Road
Capella, QLD 4723
Australia

ccmt.com.au

Contact

Mr John King P: +61 0412437134

Availability

Services available to external clients

Supervision

Not Applicable

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 Ball mill; Los Angeles machine value AS 1141.23, MR (Qld) Method Q228
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 Weak particles contaminants Sieve analysis

AS 1141.32

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12

Shape Flakiness

AS 1141.15, MR (Qld) Method Q201

Shape Average least dimension

AS 1141.20.3

Bulk density Uncompacted

AS 1141.4

Shape Crushed faces

AS 1141.18

Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water AS 1141.6.1
Bulk density Compacted; Uncompacted

AS 1141.4

Shape Proportional calliper AS 1141.14
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate MR (Qld) method Q208B
Soundness Exposure to sodium sulfate solution AS 1141.24
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 Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Liquid limit Cone four point

AS 1289.3.9.1, MR (Qld) Method Q104A

Cone plasticity index Not applicable

AS 1289.3.3.2, MR (Qld) Method Q105

Liquid limit Cone one point

AS 1289.3.9.2, MR (Qld) Method Q104D

Particle density Not applicable AS 1289.3.5.1
Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A

Moisture content Drying oven

AS 1289.2.1.1

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, MR (Qld) Method Q144A

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

Oversize material Oversize material treatment

MR (Qld) Method Q143

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 Hilf

AS 1289.5.7.1

Degree of saturation Not applicable

MR (Qld) Method Q146

Characteristic field density values Not applicable

MR (Qld) Method Q020

Dry density ratio Calculation

AS 1289.5.4.1 

Relative compaction Not applicable

MR (Qld) method Q140A

Density - In-situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

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 N01, MR (Qld) NGTM Method N02

Moisture ratio Measured

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, MR (Qld) Method Q114B





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

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Curing of moulded specimens Not applicable

MR (Qld) method Q135B

Sample preparation Lime stabilisation

MR (Qld) method Q135A

Compressive strength; Sample preparation Modified compaction - UCS specimens; Standard compaction - UCS specimens; UCS specimens - Field mix; UCS specimens - Laboratory mix; Uniaxial unconfined

MR (Qld) Method Q115,

MR (Qld) Method Q251A, MR (Qld) Method Q251B
Sample collection Aggregates Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

MR (Qld) Method Q050

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; Aggregate from a windrow

AS 1141.3.1, MR (Qld) Method Q060

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, MR (Qld) Method Q050

Not applicable Site selection by spot sampling

MR (Qld) method Q061

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 from an open-drive; Disturbed soil sampling in-situ

AS 1289.1.2.1, MR (Qld) Method Q060

Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2, MR (Qld) Method Q050

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 Carmichael Coal Mine CMCHP Annex Facility, Site No 25693, is established from 4 August 2021 until 20 February 2022 for the Carmichael Coal Mine Coal Handling Facility Compliance Testing project for DRA Projects (Contract No. CONSULT-04-VAR-001)

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.