DIRTS (QLD) Pty Ltd

Site

Hervey Bay Laboratory

Accreditation No.

15312

Site No.

15949

Date of Accreditation

03 Aug 2005

Address

10 and 11 - 3 Southerncross Circuit
Hervey Bay, QLD 4655
Australia

dirts.com.au

Contact

Mr Peter Kelsey P: +61 (07) 41254862

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Hervey Bay Laboratory

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 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

AS 1141.11.1

Shape Average least dimension; Crushed faces; Flakiness

AS 1141.15, AS 1141.18, AS 1141.20.3, MR (Qld) Method Q201

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 Compressive strength Cylinder

AS 1012.9  (excluding clause 4.2)

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 In-situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Weighted plasticity index Not applicable MR (Qld) Method Q252
Sieve analysis Not applicable

AS 1289.3.6.1

MR (Qld) Method Q103A

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.9.1, MR (Qld) Method Q104A, MR (Qld) Method Q104D

Plasticity index Casagrande; Cone

AS 1289.3.3.1, 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

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; Standard compactive effort

AS 1289.5.1.1, AS 1289.5.2.1

MR (Qld) Method Q142A, MR (Qld) Method Q142B

Evaluation of geotechnical and civil construction material - Soil field density Soils Density index Not applicable

AS 1289.5.6.1

Compaction control Hilf

AS 1289.5.7.1

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; Moisture - In-situ Nuclear gauge

AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02, MR (Qld) NGTM Method N03

Characteristic field density values Not applicable

MR (Qld) Method Q020

Degree of saturation Not applicable

MR (Qld) Method Q146

Dry density ratio Calculation

AS 1289.5.4.1

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) Methods Q113A, 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 Compressive strength Uniaxial unconfined

MR (Qld) Method Q115

Sample preparation Cement stabilisation; Preparation and compaction of soil; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q135A, MR (Qld) Method Q251A, MR (Qld) Method Q251B, MR (Qld) Method Q251C
Curing of moulded specimens Not applicable MR (Qld) Method Q135B
Sample collection Aggregates 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 a mixer; Fresh concrete from deposited concrete

AS 1012.1

Soils 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; Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling; Undisturbed soil sampling by open-drive sampler

AS 1289.1.2.1, AS 1289.1.3.1, AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050, MR (Qld) Method Q061

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.