94
1 © 2013 Armtec Infrastructure Inc. • Confidential & Proprietary Webinar - Nov 14, 2014 BIG DIGS Nov 14, 2014 SITE DEVELOPMENT AND UNDERGROUND SOLUTIONS FOR MINING Doug Leitch, P. Eng Manager International Sales Armtec Drainage Solutions Glenn Smith, CET Sales Supervisor, Atlantic Armtec Drainage Solutions

Big Digs - Site Development & Underground Solutions for Mining

Embed Size (px)

Citation preview

1© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Webinar - Nov 14, 2014

BIG DIGS

Nov 14, 2014

SITE DEVELOPMENT AND UNDERGROUND SOLUTIONS FOR MINING

Doug Leitch, P. EngManager International SalesArmtec Drainage Solutions

Glenn Smith, CET Sales Supervisor, AtlanticArmtec Drainage Solutions

2© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

2

SITE DEVLOPEMENT AND UNDERGROUND SOLUTIONS FOR MINING

Review and use of SPCSP in Mining Applications

Design , Corrosion , Earthquake Considerations

Q & A

Armtec Introduction

Portals, Haul Roads, Tunnels, Raise Bores

Onsite Assembly, Corrosion - Life Expectancy

3© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

JOIN THE DISCUSSION

3

4© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

CPD CREDIT CERTIFICATES

• Qualifies in Most Jurisdictions in Canada & USA for 1 Hour Technical Informal

• Formal completion certificates are emailed within one week of attending• Check your local guidelines if unsure of your requirements

Email Your Attendance List:

• Full Name• Title• Email

[email protected]

Will send certificate

5© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

• 43 locations in Canada• Approximately 2,000 employees• Exceptional product range for:

Armtec is a leading global infrastructure and construction materials company.

– Mine Portals– Reclaim Tunnels– Stockpile Tunnels– Heavy Haul Road Bridges

6© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Bridge Materials Drainage Solutions and Water Treatment

Landscaping Products

and Amenities

Noise Control

Road and Highway Safety Soil Retention

Undergroundand Utilities

Precast ConcreteBuildings and

Venues

Precast ConcreteGarages and

Parkades

7© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

YOUR SPEAKERS

7

Sales Supervisor, AtlanticArmtec Drainage [email protected]

Doug Leitch, P. Eng Manager International SalesArmtec Drainage [email protected]

Glenn Smith, CET

8© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Webinar - Nov 14, 2014

BIG DIGS

Nov 14, 2014

SITE DEVELOPMENT AND UNDERGROUND SOLUTIONS FOR MINING

Doug Leitch, P. EngManager International SalesArmtec Drainage Solutions

Glenn Smith, CET Sales Supervisor, AtlanticArmtec Drainage Solutions

9© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

WORK SAFE !!

10© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Jacioeta Stream CrossingMOA Nickel• JV Cuba• Sherritt InternationalCuba, West Indies

Conveyor Wildlife CrossingCortez MineBarrick GoldNevada, USA

Portal Tunnel EntranceTafts QuarryTafts Well LimestoneWales, UK

RECENT BIG DIGS

11© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Mine PortalBuyanhula Gold MineBarrick GoldTanzania, West Africa

Mine PortalKumtor Centerra GoldKyrgystan, Asia

Haul Road Minera Cerre VerdeFreeport , McMoron Peru, South America

12© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

STRUCTURAL PLATE CORRUGATED STEEL PIPE

13© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Multi-Plate(SPCSP)(152 mm x 51 mm)

Bridge-Plate (DCSP)(400 mm x 150 mm)

CORRUGATED STRUCTURAL PLATE

Two Corrugation Profiles

Corrugate and Punch Plates

14© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Given the versatility of structural plate products, a wide variety of shapes and sizes can be manufactured to meet your needs.

CORRUGATED STRUCTURAL PLATE

15© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

CORRUGATED STRUCTURAL PLATE

Ship to the Site

16© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

1.2m

CORRUGATED STRUCTURAL PLATE

Bolts the Plates together Per Assembly Drawings

17© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

And this ….. Becomes this

CORRUGATED STRUCTURAL PLATE

18© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

EVOLUTION OF STRUCTURAL PLATE

19© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

EVOLUTION OF STRUCTURAL PLATE

1896 - CORRUGATED STEEL PIPE PATENTED CONSTRAINTS

Large dia. pipe fabricationAvailable gaugesTransportabilityDemand for larger diameter

SEGMENTAL PLATE CONSTRUCTIONHeavy gauge corrugated plateBolted connectionsAssembled on site

20© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Multi-Plate (SPCSP)(152 mm x 51 mm)

Bridge-Plate (DCSP) (400 mm x 150 mm)

Late 1990’s Armtec introduced a Deep Corrugated Structural Plate and at the timeBridge Plate becamethe strongest suchProduct available

EVOLUTION OF STRUCTURAL PLATE

21© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

EVOLUTION OF STRUCTURAL PLATE

Click icon to add picture

Click icon to add picture

21

Bridge Plate 400 mmx 150 mm corrugation

• is 3 times stronger • 10 times stiffer.

It extended structure spans over 20 meters and brought expanded use of SPCSP in demanding mining applications.

22© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

FLEXIBLE STEEL PIPE DESIGN

23© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

The Handbook of Steel Drainage and Highway Construction

Published By

Corrugated Steel Pipe Institute652 Bishop Street NorthCambridge Ontario , CanadaN3H 4V6

Ray Wilcock+1 519-650-8080www.cspi.ca

CANADIAN HANDBOOK of STEEL DRAINAGE AND HIGHWAY CONSTRUCTION

24© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

SUPPORTFROMBACKFILL

SUPPORT FROM BACKFILL

Live load applied

Dead load applied Structure deflectstowards fill

RING COMPRESSION THEORY

25© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Net Result:An economical buried structure capable of supporting significant loads

FLEXIBLE SOIL – STEEL STRUCTURES

Steel Component: Corrugated thin wall flexible pipeCorrugated shell is highly efficient member to support axial compressive loads

Soil Component:Engineered granular Backfill envelope withmaterials of known properties

26© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

FLEXIBLE VS RIDGID STRUCTURE

Flexible Structures deflect outward toward the soil mobilizing passive support from surrounding fill, distributing the load into the surrounding fill.

The load is distributed into the soil

Rigid structures are designed for limited deflection, reducingthe support provided from thesurrounding fill.

The structure carries more load

27© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

FLEXIBLE –RIDGID LOAD RESPONSE

12.0 m span x 4.0 m rise archBending Moments and Thrust

Flexible Soil Steel

Ridgid Concrete Arch

28© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

DESIGN CODES

• Handbook of Steel Drainage and Highway Construction Products

• basis is AISI (American Iron and Steel Institute) AISI design – historical procedure based on semi-empirical equations

• AISI generally gives less conservative design

• CHBDC – ( Canadian Highway Bridge Design Code) and AASHTO LRFD methods provide more modern approach to thrust and buckling resistance and are based on Ultimate Strength Principles.

• CHBDC and AASHTObetter address Deep Cor structures and constructability

29© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

FLEXIBLE STEEL PIPE DESIGN

29

Mining presents unique situations which often require the use of Finite Element Analysis in combination with codes to extend the design scope

30© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

DEEP CORRUGATED/ STANDARD CORRUGATED DIFFERENCES

31© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

BRIDGE PLATE – MULTI-PLATE

Click icon to add picture

Bridge Plate• Corrugation 400 mm x 150 mm• Steel thickness 4.3 mm – 8.0 mm• Plate length 1.2 m• Sizes 6 m – 20+ m• Low cover, high live load applications• Wide span arches and Box Culverts• Easier constructability in large sizes

Multi-Plate• Corrugation 150 mm 50 mm• Steel thickness 3.0 mm – 7.0 mm• Plate length 3.0 – 3.6 m• Sizes 1.5 m – 17.0 m• High cover applications with soil arch• Wide range of shapes• More conducive to fittings, curving

1.2 m

3.6 m

32© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

What it means on paper

BRIDGE PLATE MULTI-PLATE 7MM COMPARISON

Bridge Plate – What three times as strong and ten times as stiff really means –

Table 1 - Section Properties of Armtec Bridge Plate

Nominal Area of Moment Section Radius ofThickness Section of Inertia Modulus Gyration

mm mm2/mm mm4/mm mm3/mm mm

4 5.351 14944 252.66 52.855 6.811 19060 322.05 52.856 8.26 23154 391.01 52.857 9.64 27071 456.91 52.858 10.94 30759 518.88 52.85

Table 2 - Section Properties of Armtec Multi-Plate

Nominal Area of Moment Section Radius ofThickness Section of Inertia Modulus Gyration

mm mm2/mm mm4/mm mm3/mm mm

3 3.522 1057.25 39.42 17.3274 4.828 1457.56 53.3 17.3275 6.15 1867.16 66.98 17.3276 7.461 2278.31 80.22 17.3277 8.712 2675.11 92.56 17.327

33© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

WHAT TEN TIMES STIFF REALLY MEANS

Click icon to add pictureMulti-Plate requires• Cables or struts to hold in place• Is more susceptible to peaking

during backfill procedures• Is more prone to arch flattening• Additional costs for shape control

Bridge Plate • Is much stiffer• Allows faster assembly of plates• In most cases no additional shape

control

34© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

APPLICATIONS IN MINING

35© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Afton Mines

MINE HAUL ROADS

Considerations for design• Live load• Dead load • Width of Structure• Cover height• Backfill material• Span • Stream crossing or grade crossing• Earthquake load

36© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Vehicle weight• Todays mining trucks can

weight up to 600 metric tonnes or more

• Is the design for payload included ( truck loaded ) or no payload

• Two way traffic

Vehicle Weight Distribution• Live loads are distributed

through the soil cover and it essential to know how front and rear wheel loads are disbursed

• Often wheel loads overlap

Unbalanced Loading• Low cover , can generate

unbalanced loads must be evaluated

• Finite Element Analysis required for these applications

LIVE LOAD

37© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Number of trucks• One or two vehicles on

structure• Are both loaded, both

unloaded or fully loaded

Load Distribution• Axle spacing• Wheel Spacing• Tire Imprint

Traffic Conditions• What Live load is • Rail, standard highway or

special mine load on top• Yandi Mine, Hamersley

Iron, Western Austraila

LIVE LOAD

38© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Soil Properties• Bulk density• best estimate of the dead

load soil weight • AASHTO / CHBDC have

default values• Testing – remote mine

sites may use non standard soils

Geometry• Span requirements• Hydraulic requirements• Rise requirements• Cardinal River Coals, Teck

Minerals, Alberta Canada

Roadway or Rail Grade• Sets the cover height• Most mine vehicles

operate at maximum 15% gradient

• Railways typically want 2% gradients

• Toromocho – Chinalco Copper, Peru

DEAD LOAD

Click icon to add picture

39© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Roadway width• Single or double lane

traffic through the tunnel –define the clearance box

• Use of side berms for haul trucks defines length of structure

• Pueblo Viejo, Barrick Gold, Dominican Republic

Site Accessibility• Bridge Plates are fully

nestable and easy to deliver to site

• Bridges over a standard two lane highway can be delivered on as few as two flatbeds.

• Quintette Coal, Teck Resources, BC Canada

High Cover Applications• The ability of flexible

structures to distribute loads into the soil are ideal for high load applications

• Walker Brothers Quarry, Ontario, Canada

OTHER CONSIDERATIONS

40© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

DESIGNING FOR SEISMIC EVENTS

Canadian code requires buried structures be designed to resist inertial forces based on seismic event with a10% chance of being exceeded in 50 years.

CHBDC defines zonal acceleration ratios for seismic regions in Canada. The earthquake load on the structure is defined as 2/3 of the horizontal ground acceleration times the unfactored dead load thrust. In haul road design height of cover are often minimized and the additional thrust is generally not significant.

AASHTO evaluates earthquake loads for known fault areas.

41© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

HAUL ROADS – BENEFITS OF SPCSP

Benefits of Buried Metal Structures for Haul Roads• Low maintenance • Easy to extend length to accommodate

future road widening• Safer travel for large haul trucks- no

bridge deck freezing issues• Design can accommodate a wide

range of Mining vehicles• Cost efficient -Life expectancy can

match mine life.• Easy to deliver and assemble in

remote locations• Wide range of sizes for all applications

42© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

MINE PORTALS

43© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

MINE PORTALS

Click icon to add picture Click icon to add picture Click icon to add picture

44© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

MINE PORTALS

Mine Portals • Prevent surface water from entering

the mine• Provide ground support and safe

passage of surface roadways over the mine entrance

• Egress from ground level to the underground mine face for

1. Equipment and mine vehicles2. Manpower3. Ventilation pipes4. Utility lines

45© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Egress requirements• One/two lane traffic• Pedestrian traffic• Utility Lines• Combination of all

Location of the mine face• Sets depth and cover • Sets ramp grade • Defines tunnel length• Defines solid rock

above the entrance

Constructability• Amount of rock

removal• Mine face portal

connection• Constructed with or

without the free flow of traffic into the mine

PORTAL DESIGN CONSIDERATIONS

46© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

End Treatment• Vertical Pre-Cut• Vertical Elbow

Safety• Include Safe Chamber• Chamber Spacing• Vertical Riser Access

Size of Rock Cut• Rock removal costs• Amount of Backfill

Required

PORTAL DESIGN CONSIDERATIONS

47© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

PORTAL DESIGN - SHAPE

48© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

PORTAL DESIGN-FOOTING

Footing design by Consultant15% gradient –maximum7.5 degree vertical elbow

49© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

PORTAL DESIGN - INTERFACE

Portal – Interface Connection• Flexible meshing• Shotcrete grout

50© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

PORTAL - CONSTRUCTION

Backfill and compact box cut

Room to compactbackfill

Assemble Safety space

Plate AssemblyStart at the face

51© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Consultant provides:• Alignment & Clearance Box• Rock / Portal Interface• Footing DesignArmtec provides:• Cross-section Shape• Footing Reactions• Assembly & Backfill Specifications• Sealed Drawings*• Continuous On-site Daily Supervision*• Construction Certification Package*

* Dependent on jurisdiction

MINE PORTALS

Design to Construction Support

52© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

MINE TUNNELS

53© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

MINE TUNNELS

Multi-Plate, Bridge-Plate and Tunnel Liner Plate • Reclaim Tunnels• Escape tunnels• Conveyor Tunnels• Process and Utility Tunnels

54© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

500mm wide sectionsThickness = 3, 4, 5, 6 mmPlate weights = 15 kg - 42 kg

54

TUNNEL LINER PLATE

55© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Loading• Live load• Dead Load• Varying Load• Earthquake Load

Use• Shape• Size• What goes through?

Access• Emergency• Maintenance• Hopper openings

TUNNEL DESIGN CONSIDERATIONS

56© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

ESCAPE TUNNELS

Versatility of Multi-Plate provides wide range of options

57© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

CONVEYOR AND STOCKPILE TUNNELS

57

Range of shapes and bolted plate construction allow for• Installation over live lines• Economical design for variable stockpile height• Maintenance access

58© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

CONVEYOR AND STOCKPILE TUNNELS

Reinforced Hopper Openings are designed by Armtec per ASTM A998/A

59© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

PROCESS TUNNELS

Fittings can be designed and constructed to match needs of raw ore processes.

60© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

ROCKFALL PROTECTION

61© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

RAISEBORE TUNNELS

Raisebore liners protect vertical shafts betweenUnderground drifts. Plates are bolted togetherand lowered down theshaft prior to connecting to the rock wall. The spaceis then grouted to provideprotection from fallingRock.

62© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

GROUNDFALL TUNNELS

Underground utilities and conveyors can be afforded protection from roof falls using liner plate or structural plate

63© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

MINE ACCESS CROSSINGS

64© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Multiple structures make excellent low cover, wide stream crossings for both mine exploration and servicing.

Stream crossings under rail lines can be pre-assembled and set into place as the line is progressed forward.

Large low cover Bridge-Plate make excellent train crossings for rail lines servicing remote mine sites

ACCESS ROAD AND RAIL CROSSINGS

65© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

ON-SITE INSTALLATION

66© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

TWO CREEKS – BRIDGE PLATE ARCH

11.34 m

6.545 m

67© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

ASSEMBLY EQUIPMENT

1 small crane + 2 man lifts1 large crane2 - 4.0 ft. bars Drift pins Air wrenchesHand wrenches

68© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

PLATES ARRANGED & SET ON-SITE

69© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

-Footing channel

FOOTINGS

8.9 Deg.

Re-Entry

Angle

70© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

The first 2 rings are assembled on ground, then bolted to the footing channels

INSTALLATION

Lifting the first pre-assembled “ring”

71© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

INSTALLATION

The next ring isinstalled “plate-by-plate”

72© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Set Footing PlatesINSTALLATION

73© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

INSTALLATION

74© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

INSTALLATION

75© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

INSTALLATION

76© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Longitudinal seam

Circumferential.

seam

1200 mm wide per ring

77© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

STRUCTURE READY FOR BACKFILL

78© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

79© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

80© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

LIFE CYCLE DESIGN

81© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

STRUCTURAL PLATE COATINGS

STRATA CAT POLYMER COATING

• Additional barrier coating applied to the steel which eliminates or minimizes contact with environmental contaminants

• Dual coating systems will provide 2 levels of protection

• Broadens the allowable range of environmental parameters that are known to negatively influence the Estimated Material Service Life (EMSL) of buried steel products

82© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

STRUCTURAL PLATE COATINGS

STRATACAT POLYMER COATING - APPLICATION

• Process of coating fabricated steel by applying a Ethylene Acrylic Acid (EAA) copolymer over a zinc based layer – 4 step process

• Surface Preparation – 8 stage pre-treatment wash

• Zinc application – (minimum 1.5 mil per side)

• Copolymer application – spray applied and baked (10 mil thickness per side)• Inspection

• Each process ensures proper bonding of each coating layer

83© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

STRUCTURAL PLATE COATINGS

83

CAT = Corrosion Arresting Technology

Download at www.armtec.com

84© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Hand Spray guns

THE COATING PROCESS

85© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Plates coming out of the spray booth and entering the oven

86© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Ready for shipment

87© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

STRUCTURAL PLATE COATINGS

Environmental Parameter

Suggested Limits Galvanized Steel

Suggested Limits for Polymer Coated Steel

50 year EMSL

75 year EMSL

100 year EMSL

pH preferred range 5 – 9 3 – 12 4 – 9 5 – 9

Resistivity 2,000 – 8,000 ohm-cm >100 ohm cm

>750 ohm cm

>1,500 ohm cm

Chlorides < 250 ppm NA NA NA

Sulfates < 600 ppm NA NA NA

Hardness > 80 ppm CaCO3 NA NA NA

87

Table 21

Environmental Limits For Galvanized Steel and Polymer Coated Steel

1 Performance Guideline For Buried Steel Structures – Tech. Bulletin 13, CSPI Feb 2012

88© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

STRUCTURAL PLATE COATINGS

88www.cspi.ca

89© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

STRUCTURAL PLATE COATINGS

91© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

91

Contact Your Local Rep: www.armtec.com/contact-us

Today’s Speakers:

Doug [email protected]

Glenn [email protected]

92© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

UPCOMING MONTHLY WEBINARS

www.armtec.com/webinars/

Dec 12 | Armtec’s Earth Retention Solutions - An Overview

Doug Lowry & Ron Prychitko

Many more to come in 2015!

93© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

STAY CONNECTED!

Please Stay Connected!

Choose Yes!

Armtec respects your privacy. All communications comply with CASL and general best practices. For more information, you can find links to privacy policy and options to unsubscribe in footer of any emails.

94© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

Follow us on social media to learn more about our company, projects and people, while getting all the latest Armtec and industry news.

Join Us on Social Media!

95© 2013 Armtec Infrastructure Inc. • Confidential & Proprietary

BIG DIGS Mine Site Development & Underground Solutions

QUESTIONS?