Australian Soil and Concrete Testing

Site

Coffs Coast Laboratory

Accreditation No.

19645

Site No.

22769

Date of Accreditation

09 Feb 2015

Address

17 June Street
Coffs Harbour, NSW 2450
Australia

asct.com.au

Contact

Mr Luke Daly P: +61 0410082619

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
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 size distribution Sieve analysis of material finer than 75 µm

AS 1141.12, RMS (NSW) Method T203

TfNSW TS 02799.04

Particle size distribution Sieve analysis

AS 1141.11.1, RMS (NSW) Method T201

TfNSW TS 02799.02

Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water

AS 1141.6.1, RMS (NSW) Method T209

TfNSW TS 02799.08

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

TfNSW TS 02799.32

Shape Crushed faces

RMS (NSW) Method T239

TfNSW TS 02799.36

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22, RMS (NSW) Method T215

TfNSW TS 02799.13

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ Concrete, grout and mortar Slump flow Cone; J-ring; T500 AS 1012.3.1,  AS 1012.3.5, RMS (NSW) Method T301

TfNSW TS 02800.02

ASTM C1611/C1611M, ASTM C1621/C1621M
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, RMS (NSW) Method T316

TfNSW TS 02800.16

Compressive strength Core

AS 1012.14

Compacted density - In-situ Relative compaction of concrete pavements

RMS (NSW) Method T381

TfNSW TS 02800.55

Specimen preparation Capping of compressive strength specimens

RMS (NSW) Method T305

TfNSW TS 02800.06

Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2, RMS (NSW) Method T320

TfNSW TS 02800.20

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

AS 1012.5,  RMS (NSW) Method T303

TfNSW TS 02800.04

Specimen preparation Dressing of voids

RMS (NSW) Method T368

TfNSW TS 02800.43

Flexural strength Modulus of rupture

AS 1012.11, RMS (NSW) Method T328

TfNSW TS 02800.25

Compressive strength Cube; Cylinder

AS 1012.9, RMS (NSW) Method T306

TfNSW TS 02800.07

Wet sieving analysis Not applicable TfNSW TS 02800.26
Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2, RMS (NSW) Method T317

TfNSW TS 02800.17

Fibre content in fresh concrete Not applicable AS 1012.25.1
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; Curing flexural strength specimens in the laboratory

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

TfNSW TS 02800.05,TfNSW TS 02800.24

Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14, RMS (NSW) Method T310

TfNSW TS 02800.11

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

AS 1012.8.2, RMS (NSW) Method T327

TfNSW TS 02800.24

Specimen manufacture and curing Manufacture and curing of drying shrinkage specimens in the laboratory AS 1012.8.4
Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of grout and mortar cubes

AS 1012.8.1, AS 1012.8.3, RMS (NSW) Method T304, RMS (NSW) Method T375, RMS (NSW) Method T376

TfNSW TS 02800.05, TfNSW TS 02800.49, TfNSW TS 02800.50

Evaluation of geotechnical and civil construction material - Road pavement structural performance Road pavements Structural performance evaluation Benkelman beam

RMS (NSW) Method T160

TfNSW TS 02795.22

Structural performance evaluation Deflection monitoring

TfNSW T199;

TfNSW TS 02795.55

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

RMS (NSW) Method T240

TfNSW TS 02799.37

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

AS 4133.4.1, RMS (NSW) Method T223

TfNSW TS 02799.21

Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven

AS 1289.2.1.1, RMS (NSW) Method T120

TfNSW TS 02795.14

Plasticity index Casagrande

AS 1289.3.3.1, TfNSW T105, TfNSW T109

TfNSW TS 02795.01,TfNSW TS 02795.05

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Plastic limit Not applicable

AS 1289.3.2.1, TfNSW T105,  TfNSW T109

TfNSW TS 02795.01,TfNSW TS 02795.05

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

TfNSW TS 02795.01,TfNSW TS 02795.04

Moisture content Microwave oven

AS 1289.2.1.4,  RMS (NSW) Method T180

TfNSW TS 02795.39

Fine particles in road materials Not applicable

AS 1141.19, TfNSW T107

TfNSW TS 02795.03

Sieve analysis Not applicable

AS 1289.3.6.1, TfNSW T106, MR (Qld) Method Q103A

TfNSW TS 02795.02

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

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1, RMS (NSW) Method T112, MR (Qld) Method Q142B, MR (Qld) Method Q145A

TfNSW TS 02795.07

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130, MR (Qld) Method Q142A, MR (Qld) Method Q145A

TfNSW TS 02795.06,TfNSW TS 02796.01

Maximum dry density; Minimum and maximum dry density Not applicable

AS 1289.5.5.1, RMS (NSW) Method T164

TfNSW TS 02795.26

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 Nuclear gauge

AS 1289.5.8.1, RMS (NSW) Method T173

TfNSW TS 02795.36

Density index Not applicable

AS 1289.5.6.1

Relative compaction Not applicable

RMS (NSW) Method T166

TfNSW TS 02795.28

Density - In-situ Sand-cone

AS 1289.5.3.1

Dry density ratio; Moisture ratio Calculation; Measured

AS 1289.5.4.1, MR (Qld) Method Q140A

Density - In-situ Sand pouring apparatus

RMS (NSW) Method T119

TfNSW TS 02795.13

Compaction control Hilf

AS 1289.5.7.1, RMS (NSW) Method T162

TfNSW TS 02795.24

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, MR (Qld) Method Q114B

TfNSW TS 02795.23

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, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C

TfNSW TS 02795.11,TfNSW TS 02796.03

Compressive strength Uniaxial maximum dry RMS (NSW) Method T114

TfNSW TS 02795.09

Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289.4.3.1, RMS (NSW) Method T123

TfNSW TS 02795.16

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

AS 1289.1.1, TfNSW T105, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D

TfNSW TS 02795.01

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

AS 1289.1.1, TfNSW T102, TfNSW T103, TfNSW T105

TfNSW TS 02794.02,TfNSW TS 02794.03,TfNSW TS 02795.01

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

TfNSW TS 02795.10,TfNSW TS 02796.02

Stabiliser working time Cementitious stabilisation time

RMS (NSW) Method T147

TfNSW TS 02797.04

Sample collection Aggregates Not applicable Aggregate from a stockpile

AS 1141.3.1, RMS (NSW) Method T100

TfNSW TS 02794.01

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

AS 1012.1,

RMS (NSW) Method T300

TfNSW TS 02800.01

Not applicable Hardened concrete by coring

AS 1012.14

Rocks Not applicable Rock spalls AS 1141.3.2 (except clauses 7 and 8), RMS (NSW) Method T100

TfNSW TS 02794.01

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

AS 1289.1.2.1, RMS (NSW) Method T100

TfNSW TS 02794.01

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.