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6/06/2019 g 1 6/06/2019 WHO ARE CC ? 2004 Idea to create inflatable concrete building for disaster relief WHO ARE CC ? 2004 Idea to create inflatable concrete building for disaster relief 2 6/06/2019 WHO ARE CC ? 2004 Idea to

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WHO ARE CC ?

Idea to create inflatable concrete building for disaster relief

2004

WHO ARE CC ?

Idea to create inflatable concrete building for disaster relief

2004

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WHO ARE CC ?

Idea to create inflatable concrete building for disaster relief

2004

WHO ARE CC ?

Idea to create inflatable concrete building for disaster relief

2004

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WHO ARE CC ?

Idea to create inflatable concrete building for disaster relief

2004

WHO ARE CC ?

Idea to create inflatable concrete building for disaster relief

2004

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WHO ARE CC ?

Incorporation of Concrete Canvas Ltd.

2005

WHO ARE CC ?

Move to South Wales to set up production plant

2007

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WHO ARE CC ?

Start of commercial volume production of Concrete Canvasᵀᴹ

2009

WHO ARE CC ?

First overseas CC plant (USA) under license to Milliken

2012

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Named 2nd Fastest growing manufacturer in the UK in The Sunday Times Fast Track 100

2014

WHO ARE CC ?

Launch of CC Hydroᵀᴹ containment product

2015 1

WHO ARE CC ?

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GLOBAL ACTIVITY MAP

MILLIKEN CCHQ

CC INTERNATIONAL CUSTOMERS

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CC UK CUSTOMERS

Consultant Engineers / Contractors

CC MINING CUSTOMERS

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CC PETROCHEM CUSTOMERS

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WHAT ARE GCCM’S?

Geosynthetic Cementitious Composite Mat (GCCM): a factory assembled geosynthetic composite consisting of a cementitious layer contained within layer or layers of geosynthetic materials. The cementitious portion of the GCCM becomes hardened when properly hydrated after a certain amount of time, which is recorded when known.

WHAT IS CONCRETE CANVAS (CC) ?

Concrete Canvas (CC) consists of: ▪ Fibrous hydrophilic top surface ▪ Reinforcing fibre matrix ▪ Dry concrete mix ▪ Water impermeable PVC rear surface Concrete Canvas (CC) is a flexible concrete impregnated fabric that hardens when hydrated to form a thin, durable waterproof concrete layer.

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CC DELIVERY FORMATS

CC is available in three formats:

Batched Rolls (CC5 and CC8 only) Bulk Roll Man portable batched rolls of 5 or 10sqm Up to 200sqm of concrete on a single pallet Wide Rolls Available in 2, 3 and 4m widths

CC LOGISTICAL FOOTPRINT

1 Bulk Roll = 2 x 17T Ready-mix Trucks

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CC WEIGHTS AND DIMENSIONS

CC Thickness (mm) Batch Roll Size (sqm) Bulk Roll Size (sqm) Roll Width (m) CC5 5 10 200 1.0 CC8 8 5 125 1.1 CC13 13 N/A 80 1.1 CC Mass (unset) (kg/m²) Density (unset) (kg/m³) Density (set) (kg/m³) CC5 7 1500 +30-35% CC8 12 1500 +30-35% CC13 19 1500 +30-35%

CC Physical Properties

CC HYDRATION

Method of Hydration

Spray the fibre surface with water until it feels wet to touch for several minutes after spraying.

Re-spray the CC again after 1 hour if :

  • Installing CC5ᵀᴹ
  • Installing on a steep or vertical surface

Notes :

  • An excess of water is always recommended. CC will set underwater and in

seawater.

  • CC must be actively hydrated. For example do not rely on rainfall or

snowmelt.

  • Use a spray nozzle for the best results (see CC equipment list). Do not

move or traffic CC once it has begun to set.

  • Working time will be reduced in hot climates and increased in very cold

climates.

  • CC will set hard in 24 hours but will continue to gain strength over time.
  • If CC is not sufficiently wetted, or dries out in the first 5 hours, the set may

be delayed and strength reduced. If the set is delayed avoid trafficking the material and re-wet with an excess of water.

Refer to the Concrete Canvas Hydration Guide for installation in low temperatures or drying conditions.

  • Low Temperature Conditions occur the ground surface temperature is

between O and 5°C and rising or is expected to fall below 0°C in the 8 hours following hydration.

  • Drying Conditions occur when there is one or more of : high air temperature

(>22°C), wind (>12km/h), strong direct sunlight or low humidity (<70%).

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CC MATERIAL TEST DATA

Pre-Set CC Properties Setting

Working Time 1-2 hours subject to ambient temperature CC will achieve 80% strength at 24 hours after hydration.

Post Set CC Properties

Based on CC hydrated in accordance with the CC Hydration Guide.

Strength

Very high early strength is a fundamental characteristic of CC. Typical strengths and physical characteristics are as follows : Compressive tests based on ASTM C109 – 02 (initial crack)

  • 10 day compressive failure stress (MPa)

40 Bending tests based on BS EN 12467:2004 (initial crack)

  • 10 day bending failure stress (MPa)

3.4 Tensile data (Initial crack)

Reaction to fire

CC has achieved Euroclass B certification : BS EN 13501-1:2007+A1:2009 B-s1, d0 Flame Resistance : MSHA ASTP-5011 Vertical and Horizontal Certification Passed

Age Testing (minimum 50 year expected life)

Freeze-thaw testing (ASTM C1185) 200 Cycles Freeze-thaw testing (BS EN 12467:2004 part 7.4.1) Passed Soak-Dry testing (BS EN 12467:2004 part 5.5.5) Passed Heat-Rain testing (BS EN 12467:2004 part 5.4.4) Passed Water impermeability (BS EN 12467:2004 part 5.4.4) Passed**

Other

Abrasion Resistance (ASTM C-1353) Approximately 7.5x greater than 17MPa OPC Passed Manning’s Value n = 0.011 Root Resistance (DD CEN/TS 14416:2005) Passed Chemical Resistance (BS EN 14414)

  • Acid (pH 1.0) (56 day immersion at 50°C)

Passed

  • Alkaline (pH 13.0) (56 day immersion at 50°C)

Passed

  • Hydrocarbon (56 day immersion at 50°C)

Passed

  • Sulfate Resistance (28 day immersion at pH 7.2)

Passed Impact Resistance of Pipeline Coatings ASTM G13 (CC13ᵀᴹ only) Passed Permissible Shear & Velocity CC8ᵀᴹ (ASTM D-6460)

  • Shear (Pa)

1200

  • Velocity (m/s)

10.7 Length direction Width direction CC5 6.7 3.8 CC8 8.6 6.6 CC13 19.5 12.8

CC MATERIAL TEST DATA

Pre-Set CC Properties Setting

Working Time 1-2 hours subject to ambient temperature CC will achieve 80% strength at 24 hours after hydration.

Post Set CC Properties

Based on CC hydrated in accordance with the CC Hydration Guide.

Strength

Very high early strength is a fundamental characteristic of CC. Typical strengths and physical characteristics are as follows : Compressive tests based on ASTM C109 – 02 (initial crack)

  • 10 day compressive failure stress (MPa)

40 Bending tests based on BS EN 12467:2004 (initial crack)

  • 10 day bending failure stress (MPa)

3.4 Tensile data (Initial crack)

Reaction to fire

CC has achieved Euroclass B certification : BS EN 13501-1:2007+A1:2009 B-s1, d0 Flame Resistance : MSHA ASTP-5011 Vertical and Horizontal Certification Passed

Age Testing (minimum 50 year expected life)

Freeze-thaw testing (ASTM C1185) 200 Cycles Freeze-thaw testing (BS EN 12467:2004 part 7.4.1) Passed Soak-Dry testing (BS EN 12467:2004 part 5.5.5) Passed Heat-Rain testing (BS EN 12467:2004 part 5.4.4) Passed Water impermeability (BS EN 12467:2004 part 5.4.4) Passed**

Other

Abrasion Resistance (ASTM C-1353) Approximately 7.5x greater than 17MPa OPC Passed Manning’s Value n = 0.011 Root Resistance (DD CEN/TS 14416:2005) Passed Chemical Resistance (BS EN 14414)

  • Acid (pH 1.0) (56 day immersion at 50°C)

Passed

  • Alkaline (pH 13.0) (56 day immersion at 50°C)

Passed

  • Hydrocarbon (56 day immersion at 50°C)

Passed

  • Sulfate Resistance (28 day immersion at pH 7.2)

Passed Impact Resistance of Pipeline Coatings ASTM G13 (CC13ᵀᴹ only) Passed Permissible Shear & Velocity CC8ᵀᴹ (ASTM D-6460)

  • Shear (Pa)

1200

  • Velocity (m/s)

10.7 Length direction Width direction CC5 6.7 3.8 CC8 8.6 6.6 CC13 19.5 12.8

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CC MATERIAL TEST DATA

Pre-Set CC Properties Setting

Working Time 1-2 hours subject to ambient temperature CC will achieve 80% strength at 24 hours after hydration.

Post Set CC Properties

Based on CC hydrated in accordance with the CC Hydration Guide.

Strength

Very high early strength is a fundamental characteristic of CC. Typical strengths and physical characteristics are as follows : Compressive tests based on ASTM C109 – 02 (initial crack)

  • 10 day compressive failure stress (MPa)

40 Bending tests based on BS EN 12467:2004 (initial crack)

  • 10 day bending failure stress (MPa)

3.4 Tensile data (Initial crack)

Reaction to fire

CC has achieved Euroclass B certification : BS EN 13501-1:2007+A1:2009 B-s1, d0 Flame Resistance : MSHA ASTP-5011 Vertical and Horizontal Certification Passed

Age Testing (minimum 50 year expected life)

Freeze-thaw testing (ASTM C1185) 200 Cycles Freeze-thaw testing (BS EN 12467:2004 part 7.4.1) Passed Soak-Dry testing (BS EN 12467:2004 part 5.5.5) Passed Heat-Rain testing (BS EN 12467:2004 part 5.4.4) Passed Water impermeability (BS EN 12467:2004 part 5.4.4) Passed**

Other

Abrasion Resistance (ASTM C-1353) Approximately 7.5x greater than 17MPa OPC Passed Manning’s Value n = 0.011 Root Resistance (DD CEN/TS 14416:2005) Passed Chemical Resistance (BS EN 14414)

  • Acid (pH 1.0) (56 day immersion at 50°C)

Passed

  • Alkaline (pH 13.0) (56 day immersion at 50°C)

Passed

  • Hydrocarbon (56 day immersion at 50°C)

Passed

  • Sulfate Resistance (28 day immersion at pH 7.2)

Passed Impact Resistance of Pipeline Coatings ASTM G13 (CC13ᵀᴹ only) Passed Permissible Shear & Velocity CC8ᵀᴹ (ASTM D-6460)

  • Shear (Pa)

1200

  • Velocity (m/s)

10.7 Length direction Width direction CC5 6.7 3.8 CC8 8.6 6.6 CC13 19.5 12.8

CC MATERIAL TEST DATA

Pre-Set CC Properties Setting

Working Time 1-2 hours subject to ambient temperature CC will achieve 80% strength at 24 hours after hydration.

Post Set CC Properties

Based on CC hydrated in accordance with the CC Hydration Guide.

Strength

Very high early strength is a fundamental characteristic of CC. Typical strengths and physical characteristics are as follows : Compressive tests based on ASTM C109 – 02 (initial crack)

  • 10 day compressive failure stress (MPa)

40 Bending tests based on BS EN 12467:2004 (initial crack)

  • 10 day bending failure stress (MPa)

3.4 Tensile data (Initial crack)

Reaction to fire

CC has achieved Euroclass B certification : BS EN 13501-1:2007+A1:2009 B-s1, d0 Flame Resistance : MSHA ASTP-5011 Vertical and Horizontal Certification Passed

Age Testing (minimum 50 year expected life)

Freeze-thaw testing (ASTM C1185) 200 Cycles Freeze-thaw testing (BS EN 12467:2004 part 7.4.1) Passed Soak-Dry testing (BS EN 12467:2004 part 5.5.5) Passed Heat-Rain testing (BS EN 12467:2004 part 5.4.4) Passed Water impermeability (BS EN 12467:2004 part 5.4.4) Passed**

Other

Abrasion Resistance (ASTM C-1353) Approximately 7.5x greater than 17MPa OPC Passed Manning’s Value n = 0.011 Root Resistance (DD CEN/TS 14416:2005) Passed Chemical Resistance (BS EN 14414)

  • Acid (pH 1.0) (56 day immersion at 50°C)

Passed

  • Alkaline (pH 13.0) (56 day immersion at 50°C)

Passed

  • Hydrocarbon (56 day immersion at 50°C)

Passed

  • Sulfate Resistance (28 day immersion at pH 7.2)

Passed Impact Resistance of Pipeline Coatings ASTM G13 (CC13ᵀᴹ only) Passed Permissible Shear & Velocity CC8ᵀᴹ (ASTM D-6460)

  • Shear (Pa)

1200

  • Velocity (m/s)

10.7 Length direction Width direction CC5 6.7 3.8 CC8 8.6 6.6 CC13 19.5 12.8

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CC MATERIAL TEST DATA

Pre-Set CC Properties Setting

Working Time 1-2 hours subject to ambient temperature CC will achieve 80% strength at 24 hours after hydration.

Post Set CC Properties

Based on CC hydrated in accordance with the CC Hydration Guide.

Strength

Very high early strength is a fundamental characteristic of CC. Typical strengths and physical characteristics are as follows : Compressive tests based on ASTM C109 – 02 (initial crack)

  • 10 day compressive failure stress (MPa)

40 Bending tests based on BS EN 12467:2004 (initial crack)

  • 10 day bending failure stress (MPa)

3.4 Tensile data (Initial crack)

Reaction to fire

CC has achieved Euroclass B certification : BS EN 13501-1:2007+A1:2009 B-s1, d0 Flame Resistance : MSHA ASTP-5011 Vertical and Horizontal Certification Passed

Age Testing (minimum 50 year expected life)

Freeze-thaw testing (ASTM C1185) 200 Cycles Freeze-thaw testing (BS EN 12467:2004 part 7.4.1) Passed Soak-Dry testing (BS EN 12467:2004 part 5.5.5) Passed Heat-Rain testing (BS EN 12467:2004 part 5.4.4) Passed Water impermeability (BS EN 12467:2004 part 5.4.4) Passed**

Other

Abrasion Resistance (ASTM C-1353) Approximately 7.5x greater than 17MPa OPC Passed Manning’s Value n = 0.011 Root Resistance (DD CEN/TS 14416:2005) Passed Chemical Resistance (BS EN 14414)

  • Acid (pH 1.0) (56 day immersion at 50°C)

Passed

  • Alkaline (pH 13.0) (56 day immersion at 50°C)

Passed

  • Hydrocarbon (56 day immersion at 50°C)

Passed

  • Sulfate Resistance (28 day immersion at pH 7.2)

Passed Impact Resistance of Pipeline Coatings ASTM G13 (CC13ᵀᴹ only) Passed Permissible Shear & Velocity CC8ᵀᴹ (ASTM D-6460)

  • Shear (Pa)

1200

  • Velocity (m/s)

10.7 Length direction Width direction CC5 6.7 3.8 CC8 8.6 6.6 CC13 19.5 12.8

CC APPLICATIONS

Other

  • Weed suppression
  • Culvert repair
  • Gabion reinforcement
  • Pipe protection
  • Mining vent / blast walls
  • Cable covering / protection

Core Applications

Channel lining Slope protection Bund lining Concrete remediation

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CC KEY BENEFITS

Rapid install

Up to 10X faster than conventional concrete Up to 200 linear M/hour

Installed in 45 minutes rather than scheduled 3 days Granted EA approval Costain Group 3 Longitudinal Layers Highways Agency Church Village Bypass, UK 03/02/2010

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CC KEY BENEFITS

Easy to use

Low logistical footprint / Safe Minimal training required Install in adverse conditions

Rapid install

Up to 10X faster than conventional concrete Up to 200 linear M/hour

Time critical as AMCO paying for access to site Project installed in 8hrs instead of 3 weeks AMCO 1 Longitudinal Layers Network Rail Gloucestershire, UK 10/09/2009

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Notes

  • Overlap CC by a minimum of 100mm in the direction of water flow.
  • Hydrate material under overlap prior to jointing.

Methods

Adhesive sealant - double bead of Clearfix Screws & Sealant - single bead of Clearfix Screws - stainless at 200mm centres Grout - CC can supply approved mix

Strength *** Impermeability * Strength *** Impermeability ** Strength *** Impermeability * Strength **** Impermeability ****

CC JOINTING

Notes

  • Essential to prevent water undermining CC along exposed edges
  • Ensure material is in intimate contact with the ground – avoid voids

Methods

To soil To concrete To other

Pegs Anchor Trench Soil Nails / Ground Anchors Mortar Masonry Fixings Rock Bolts Hogs Rings Tech Screws

CC FIXING

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CC 4 INSTALLATION PRINCIPLES

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Channel Lining Auckland City Council , Auckland NZ Channel lining between concrete structures Channel Lining Auckland City Council , Auckland NZ Channel lining between concrete structures

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Channel Lining NCTIR , Christchurch NZ Outfall works CC13 8.6 m/s Channel Lining NCTIR , Christchurch NZ Outfall works CC13 8.6 m/s

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Channel Lining Hidden Valley Gold Mine , Papua New Guinea Erosion Protection. High rainfall Very dispersive soils Channel Lining Hidden Valley Gold Mine , Papua New Guinea Erosion Protection. High rainfall Very dispersive soils

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Channel Lining Hidden Valley Gold Mine , Papua New Guinea Erosion Protection. High rainfall Very dispersive soils Channel Lining Department of Works , Papua New Guinea Trial to replace rock pitched drains

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Channel Lining Department of Works , Papua New Guinea Trial to replace rock pitched drains

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Slope Protection Queensland Main Roads Very loose soil batters Every year slipping onto main road Slope Protection Queensland Main Roads Very loose soil batters Every year slipping onto main road CC5 material used Installation crew – 4 labour + excavator Installed ~ 500m2 per day

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Slope Protection Tasmania Australia Reinforced soil wall Tensar geogrid and Bidim geotextile Slope Protection Tasmania Australia Reinforced soil wall Tensar geogrid and Bidim geotextile

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Slope Protection Tasmania Australia Reinforced soil wall Tensar geogrid and Bidim geotextile Slope Protection Tasmania Australia Reinforced soil wall Tensar geogrid and Bidim geotextile

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Bund Lining Fuel Bund WA, Australia 30,000m2 of CC5

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Bund Lining Fuel Bund WA, Australia 30,000m2 of CC5 Bund Lining Fuel Refinery , VIC Australia 12,000m2 of CC5

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Bund Lining Fuel Refinery , VIC Australia 12,000m2 of CC5 Bund Lining Fuel Bund , New Zealand Covering existing HDPE liner NZ

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Bund Lining Fuel Bund , New Zealand Covering existing HDPE liner NZ

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Concrete remediation Christchurch City Council , New Zealand Relining cracked concrete culvert CC8

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WHAT IS CC HYDROᵀᴹ ?

▪ CC’s concrete impregnated fabric technology. ▪ Chemically resistant geomembrane backing. ▪ Providing impermeability of k = 1x10-12m/s for containment. ▪ High visibility welding strip allowing for testable joints. CC Hydroᵀᴹ combines the company’s concrete impregnated fabric technology with a high impermeability, chemically resistant geomembrane liner, which allows joints to be thermally bonded for on-site air channel testing. CC Hydroᵀᴹ thermally welded overlap joint

CC HYDROᵀᴹ KEY PROPERTIES

CC Hydro 5mm laid with fibrous top surface uppermost CC Hydro 5mm laid with fibrous top surface uppermost 10mm 10mm min 10mm Weld Track C Weld Track B Weld Track A 1.2mm Air channel for QC pressure testing 10mm

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CC HydroTM GCCM Physical Properties

Product Mass (unset) (kg/m²) Density (unset) (kg/m³) Density (set) (kg/m³) CCH5ᵀᴹ 9.2 1500 +30-35% CCH8ᵀᴹ 14.2 1500 +30-35%

CC HYDROᵀᴹ KEY PROPERTIES

Product Concrete Thickness (mm) Bulk Roll Size (sqm) Roll Width (m) CCH5TM 5 150 1.0 CCH8TM 8 100 1.0

CC HYDROᵀᴹ JOINTING

Alignment Cleaning Welding Testing

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CONTACT Nick Kastoumis

Technical Manager - Oceania Nick.kastoumis@concretecanvas.com Mobile: +61 406 682 351