Hy-Tec Industries Pty Ltd

Site

Hy-Tec Concrete and Aggregates

Accreditation No.

18082

Site No.

19872

Date of Accreditation

05 Mar 2012

Address

Unit 7/85-115 Alfred Road
Chipping Norton, NSW 2170
Australia

hy-tec.com.au

Contact

Mr Edgar Hernandez P: +61 (02) 98226842

Availability

Services conditionally available to external clients

Scope of Accreditation

Print scopes
Hy-Tec Concrete and Aggregates

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 Weak particles contaminants Sieve analysis

AS 1141.32; RMS (NSW) Method T202

TfNSW TS 02799.03
Clay and fine silt Settling

AS 1141.33; RMS (NSW) Method T268

TfNSW TS 02799.43
Organic impurities Colour test

AS 1141.34; RMS (NSW) Method T260

TfNSW TS 02799.38
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Moisture content Drying oven

RMS (NSW) Method T262

TfNSW TS 02799.39
Shape Ratio greatest to least dimension

RMS (NSW) Method T278

TfNSW TS 02799.53
Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1; RMS (NSW) Method T209

TfNSW TS 02799.08
Water absorption of coarse aggregate Not applicable

AS 1141.6.1; RMS (NSW) Method T209

TfNSW TS 02799.08
Water absorption of fine aggregate Not applicable

AS 1141.5; RMS (NSW) Method T210

TfNSW TS 02799.09
Particle size distribution Sieve analysis

AS 1141.11.1; RMS (NSW) Method T201

TfNSW TS 02799.02
Shape Average least dimension

AS 1141.20.1, AS 1141.20.2, AS 1141.20.3; RMS (NSW) Method T235, RMS (NSW) Method T275

TfNSW TS 02799.32,TfNSW TS 02799.50
Particle density of fine aggregate Weighing-in-water

AS 1141.5; RMS (NSW) Method T210

TfNSW TS 02799.09
Shape Proportional calliper

AS 1141.14; RMS (NSW) Method T213

TfNSW TS 02799.12
Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12; RMS (NSW) Method T203

TfNSW TS 02799.04
Bulk density Uncompacted

AS 1141.4
Particle size distribution Fine particles in road materials

AS 1141.19
Shape Flakiness

AS 1141.15
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Exposure to sodium sulfate solution AS 1141.24; , RMS (NSW) Method T266

TfNSW TS 02799.42
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
Aggregate crushing value Not applicable AS 1141.21, RMS (NSW) Method T205

TfNSW TS 02799.06
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 Flexural strength Modulus of rupture AS 1012.11
Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2
Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1
Compressive strength Cylinder

AS 1012.9
Bleeding In-situ analysis - Freshly mixed concrete

AS 1012.6
Air content of freshly mixed concrete Reduced air pressure

AS 1012.4.2
Setting time - In-situ Not applicable

AS 1012.18
Mass per unit volume - Fresh concrete In-situ measurement using fixed volume measure

AS 1012.5
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Manufacture and curing of flexural strength specimens in the laboratory

AS 1012.8.2
Specimen manufacture and curing Manufacture and curing of drying shrinkage specimens in the laboratory

AS 1012.8.4
Specimen manufacture and curing Curing cylinder specimens in the laboratory; Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1
Specimen manufacture Mixing concrete in the laboratory

AS 1012.2
Evaluation of geotechnical and civil construction material - Soil classification Soils Fine particles in road materials Not applicable

TfNSW T107;

TfNSW TS 02795.03
Moisture content Drying oven

AS 1289.2.1.1; RMS (NSW) Method T120

TfNSW TS 02795.14
Plastic limit Not applicable

AS 1289.3.2.1; TfNSW T109;

TfNSW TS 02795.05
Sieve analysis Not applicable

AS 1289.3.6.1; TfNSW T106;

TfNSW TS 02795.02
Liquid limit Casagrande one point

AS 1289.3.1.2 
Linear shrinkage Not applicable

AS 1289.3.4.1; TfNSW T113;

TfNSW TS 02795.08
Plasticity index Casagrande

AS 1289.3.3.1; TfNSW T109;

TfNSW TS 02795.05
Liquid limit Casagrande four point

AS 1289.3.1.1; TfNSW T108;

TfNSW TS 02795.04
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Repeated compaction pre-treatment

TfNSW T102;

TfNSW TS 02794.02
Soil pre-treatment Accelerated weathering pre-treatment

TfNSW T103;

TfNSW TS 02794.03
Soil pre-treatment Not applicable

AS 1289.1.1; TfNSW T105;

TfNSW TS 02795.01
Sample collection Aggregates Not applicable Aggregate from a bin; 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
Soils Not applicable Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow

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.