R & R Construction Testing

Site

Construction Materials Laboratory

Accreditation No.

11242

Site No.

11235

Date of Accreditation

Address

7 Opal Lane
Emerald, QLD 4720
Australia

rrconstruction.com.au

Contact

Mr Robert Noon P: +61 (07) 49824417

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Withdrawn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Withdrawn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
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

Clay and fine silt Settling

AS 1141.33

Weak particles contaminants Sieve analysis

MR (Qld) Method Q217

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

AS 1141.15, MR (Qld) Method Q201

Particle size distribution Sieve analysis

AS 1141.11.1

Shape Proportional calliper

AS 1141.14

Shape Crushed faces

MR (Qld) Method Q215

Shape Average least dimension

AS 1141.20.3, MR (Qld) Method Q202

Bulk density Compacted; Uncompacted

AS 1141.4

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 Compressive strength Cube; Cylinder

AS 1012.9 

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens

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

Liquid limit Casagrande four point; Casagrande one point

AS 1289.3.1.1, AS 1289.3.1.2

Plasticity index Cone

AS 1289.3.3.2, MR (Qld) Method Q105

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Plasticity index Casagrande

AS 1289.3.3.1

Liquid limit Cone four point; Cone one point

AS 1289.3.9.1, MR (Qld) Method Q104A, MR (Qld) Method Q104D

Moisture content Drying oven

AS 1289.2.1.1, MR (Qld) Method Q102A

Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q103B

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

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

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

AS 1289.5.4.2, MR (Qld) Method Q144A

Evaluation of geotechnical and civil construction material - Soil engineering properties Soils Penetration in-situ Dynamic cone

AS 1289.6.3.2, MR (Qld) Method Q114B

Dispersion Emerson class

AS 1289.3.8.1

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 field density Soils Relative compaction Not applicable

MR (Qld) Method Q140A

Dry density ratio Calculation

AS 1289 5.4.1

Degree of saturation Not applicable MR (Qld) Method Q146
Compaction control Hilf

AS 1289 5.7.1

Moisture ratio Measured

AS 1289 5.4.1

Density - In-situ Nuclear gauge

AS 1289 5.8.1, MR (Qld) Method Q141A, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N03

Density - In-situ Sand-cone

AS 1289 5.3.1, MR (Qld) Method Q141B

Field moisture content Nuclear gauge

AS 1289 5.8.1, MR (Qld) Method Q141A, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02

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

Stabiliser working time Not applicable

MR (Qld) Method Q136

Compressive strength Uniaxial unconfined

MR (Qld) Method Q115

Sample preparation Cement stabilisation; Lime stabilisation

MR (Qld) Method Q135A

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1

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

AS 1012.1

Soils Not applicable Site selection by spot sampling

MR (Qld) Method Q061

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

AS 1289.1.2.1, MR (Qld) Method Q060

Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

AS 1289.1.4.1, AS 1289.1.4.2, 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.