RMA Soils Pty Ltd

Site

RMA Soils Pty Ltd

Accreditation No.

19407

Site No.

22208

Date of Accreditation

23 Dec 2014

Address

70 Mort Street Street
North Toowoomba, QLD 4350
Australia

Contact

Mr Dylan Burley P: +61 (07) 46596100

Availability

Services available to external clients

RMA Soils Pty Ltd address map

Scope of Accreditation

Print scopes
RMA Soils Pty Ltd

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 - 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 Curing cylinder specimens in the laboratory; Curing grout and mortar cube 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 Liquid limit Cone four point

AS 1289.3.9.1, MR (Qld) Method Q104A

Plasticity index Cone

AS 1289.3.3.2, MR (Qld) Method Q105

Moisture content Drying oven

AS 1289.2.1.1

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 Cone one point

AS 1289.3.9.2, MR (Qld) Method Q104D

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

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils 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

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

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 dispersion Soils Dispersion Emerson class AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Relative compaction Not applicable

MR (Qld) Method Q140A

Degree of saturation Not applicable

MR (Qld) Method Q146

Density index Not applicable

AS 1289.5.6.1

Characteristic field density values Not applicable

MR (Qld) Method Q020

Density - In-situ Nuclear gauge

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

Compaction control Hilf

AS 1289.5.7.1

Dry density ratio Calculation

AS 1289.5.4.1

Density - In-situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

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 reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Laboratory stabilisation of soil Cement

MR (Qld) Method Q135A

Sample collection Concrete, grout and mortar Not applicable Fresh concrete from a mixer AS 1012.1
Soils 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 by spot sampling

MR (Qld) Method Q061

Not applicable Site selection - Random sampling

AS 1289.1.4.1, MR (Qld) Method Q050

Not applicable Undisturbed soil sampling by open-drive sampler; Undisturbed soil sampling by piston sampler; Undisturbed soil sampling by rotary core sampler

AS 1289.1.3.1

Not applicable Site selection - Random stratified sampling

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.