Australian Soil and Concrete Testing

Site

Coffs Coast Laboratory

Accreditation No.

19645

Site No.

22769

Date of Accreditation

09 Feb 2015

Address

Shed 1, 2 Coral Street
Corindi Beach, NSW 2456
Australia

asct.com.au

Contact

Mr Patrick Paynter P: +61 (02) 66588356

Availability

Services available to external clients

Scope of Accreditation

Coffs Coast Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Accreditation is held to establish new branch sitesASCT Rockhampton Branch site 25359 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
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 contaminants Aggregates Clay and fine silt Settling

AS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water

AS 1141.6.1, RMS (NSW) Method T209

Shape Crushed faces

RMS (NSW) Method T239

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12, RMS (NSW) Method T203

Particle size distribution Sieve analysis

AS 1141.11.1, RMS (NSW) Method T201

Shape Proportional calliper

AS 1141.14

Shape Flakiness

AS 1141.15

Shape Average least dimension

AS 1141.20.1, AS 1141.20.2, RMS (NSW) Method T235

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22, RMS (NSW) Method T215
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,  RMS (NSW) Method T301
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties Concrete, grout and mortar Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2, RMS (NSW) Method T317

Compacted density - In-situ Relative compaction of concrete pavements

RMS (NSW) Method T381

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1, RMS (NSW) Method T316

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2, RMS (NSW) Method T320

Compressive strength Core

AS 1012.14

Specimen preparation Capping of compressive strength specimens

RMS (NSW) Method T305

Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure

AS 1012.5,  RMS (NSW) Method T303

Specimen preparation Dressing of voids

RMS (NSW) Method T368

Flexural strength Modulus of rupture

AS 1012.11, RMS (NSW) Method T328

Compressive strength Cube; Cylinder

AS 1012.9, RMS (NSW) Method T306

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 flexural strength specimens in the laboratory

AS 1012.8.1, AS 1012.8.2, RMS (NSW) Method T304, RMS (NSW) Method T327

Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14, RMS (NSW) Method T310

Specimen manufacture and curing In-situ manufacture and curing of flexural strength specimens

AS 1012.8.2, RMS (NSW) Method T327

Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1, RMS (NSW) Method T304, RMS (NSW) Method T376

Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Deflection monitoring

TfNSW T199;

Structural performance evaluation Benkelman beam

RMS (NSW) Method T160

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch

RMS (NSW) Method T240

Evaluation of geotechnical and civil construction material - Rock properties Rocks Point load strength index Not applicable

AS 4133.4.1, RMS (NSW) Method T223

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

AS 1289.3.2.1, TfNSW T105,  TfNSW T109

Sieve analysis Not applicable

AS 1289.3.6.1, TfNSW T106

Moisture content Microwave oven

AS 1289.2.1.4,  RMS (NSW) Method T180

Moisture content Drying oven

AS 1289.2.1.1, RMS (NSW) Method T120

Liquid limit Casagrande four point; Casagrande one point AS 1289.3.1.1, AS 1289.3.1.2, TfNSW T105,TfNSW T108
Plasticity index Casagrande

AS 1289.3.3.1, TfNSW T105, TfNSW T109

Linear shrinkage Not applicable

AS 1289.3.4.1

Fine particles in road materials Not applicable

AS 1141.19, TfNSW T107

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130

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

AS 1289.5.4.2

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1,

RMS (NSW) Method T112

Maximum dry density; Minimum and maximum dry density Not applicable

AS 1289.5.5.1, RMS (NSW) Method T164

Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class

S 1289.3.8.1

Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In-situ Sand pouring apparatus

RMS (NSW) Method T119

Dry density ratio; Moisture ratio Calculation; Measured

AS 1289.5.4.1

Density - In-situ Sand-cone

AS 1289.5.3.1

Compaction control Hilf

AS 1289.5.7.1, RMS (NSW) Method T162

Relative compaction Not applicable

RMS (NSW) Method T166

Density index Not applicable

AS 1289.5.6.1

Density - In-situ Nuclear gauge

AS 1289.5.8.1, RMS (NSW) Method T173

Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.2, AS 1289.6.3.3, RMS (NSW) Method T161
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1, RMS (NSW) Method T117, RMS (NSW) Method T132
Compressive strength Uniaxial maximum dry RMS (NSW) Method T114
Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289.4.3.1, RMS (NSW) Method T123

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1, TfNSW T105

Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment

AS 1289.1.1, TfNSW T102, TfNSW T103, TfNSW T105

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

RMS (NSW) Method T116, RMS (NSW) Method T131

Stabiliser working time Cementitious stabilisation time

RMS (NSW) Method T147

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1, RMS (NSW) Method T100

Concrete, grout and mortar Not applicable Hardened concrete by coring

AS 1012.14

Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1,

RMS (NSW) Method T300

Rocks Not applicable Rock spalls AS 1141.3.2 (except clauses 7 and 8), RMS (NSW) Method T100
Soils Not applicable Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile

AS 1289.1.2.1, RMS (NSW) Method T100

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.