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P r e c a s t / P r e s t r e s s e d C o n c r e t e B r i d g e D e c k S l a b s TRANSPORTATION STRUCTURES Great Bras D’or Bridge Deck Replacement Victoria County, Nova Scotia Focus on Precast Concrete Solutions website: e-mail: Strescon is a member of the OSCO Construction Group www.strescon.com [email protected] Corporate Office 400 Chesley Drive PO Box 3187 Saint John, NB E2M 3S3 Phone: 506-632-2600 Fax: 506-632-7689 New Brunswick Plant 101 Ashburn Road Saint John, NB E2L 3W2 Phone: 506-633-8877 Fax: 506-632-7576 Nova Scotia Plant 131 Duke Street PO Box 44205 Bedford, NS B4A 3Z8 Phone: 902-494-7400 Fax: 902-494-7401 New England Office 25 Burlington Mall Road Burlington, MA 01803 Phone: 781-221-2153 Fax: 781-221-2155 The Great Bras D’or (Seal Island) Bridge Located in Cape Breton, Nova Scotia on the Trans Canada Highway 105, the main crossing over the Great Bras D’or to Industrial Cape Breton. This vital stretch of highway also leads to the only ferry connection to Newfoundland from North Sydney. In the late 1990s the bridge deck had deteriorated to a point where the cast-in-place slab, which was replaced 10 years prior, was approximately 75% delaminated. A major deck replacement program was required. The engineering firm of CBCL was hired to do a comprehensive study of the bridge and come up with a method of replacing the existing deck without severely affecting the traffic flow. After reviewing a number of options, Precast Prestressed concrete deck slabs were chosen as the best replacement system for many reasons. 1.) The high performance Precast concrete deck slab system is much more durable than conventional systems. 2.) Prestressed Post-tensioned deck slabs offer superior crack control under service load conditions. 3.) The system chosen for this project is significantly lighter than conventional cast-in-place concrete deck systems, minimizing the load effects on the existing steel structure, thus reducing the amount of truss reinforcement required. 4.) Construction could be carried out with minimal traffic disruptions as the bridge could remain open to single lane traffic. The project consisted of removing the existing bridge deck one lane at a time. Reinforcing the existing bridge truss system to meet current bridge design codes. Replacing the existing deck with high performance, precast concrete deck slabs, Prestressed in the transverse direction. The deck slabs were subsequently post-tensioned in both directions after placement. Composite action between the precast deck and the supporting structure was achieved by welding nelson studs to the stringers through ports provided in the precast slabs. Project: Great Bras D’or Bridge Crossing Deck Replacement Victoria County, Nova Scotia Structural Consultants: CBCL Limited - Halifax, Nova Scotia Construction Manager: All Steel Coatings Ltd. Port Hastings, Nova Scotia Precast Fabricator: Strescon Limited - Bedford,NS Recipient of the “Lieutenant Governor’s Award for Engineering Excellence” in Nova Scotia Design Award winner Structural Innovation Category

Great Bras D’or Bridge Focus on Deck Replacement Precast ... · PDF fileTRANSPORTATION STRUCTURES Precast / Prestressed Concrete Bridge Deck Slabs ... studs to the stringers through

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SGreat Bras D’or BridgeDeck ReplacementV i c t o r i a C o u n t y , N o v a S c o t i a

Focus onPrecast Concrete Solutions

website:e-mail: Strescon is a member of the OSCO Construction Group

[email protected]

C o r p o r a t e O f f i c e400 Chesley DrivePO Box 3187Saint John, NB E2M 3S3Phone: 506-632-2600Fax: 506-632-7689

N e w B r u n s w i c k P l a n t101 Ashburn RoadSaint John, NB E2L 3W2Phone: 506-633-8877Fax: 506-632-7576

N o v a S c o t i a P l a n t131 Duke StreetPO Box 44205Bedford, NS B4A 3Z8Phone: 902-494-7400Fax: 902-494-7401

N e w E n g l a n d O f f i c e25 Burlington Mall RoadBurlington, MA 01803Phone: 781-221-2153Fax: 781-221-2155

The Great Bras D’or (Seal Island) BridgeLocated in Cape Breton, Nova Scotia on the Trans CanadaHighway 105, the main crossing over the Great Bras D’or toIndustrial Cape Breton. This vital stretch of highway also leads tothe only ferry connection to Newfoundland from North Sydney. In the late 1990s the bridge deck had deteriorated to a point wherethe cast-in-place slab, which was replaced 10 years prior, wasapproximately 75% delaminated. A major deck replacementprogram was required. The engineering firm of CBCL was hired to do a comprehensivestudy of the bridge and come up with a method of replacing theexisting deck without severely affecting the traffic flow. Afterreviewing a number of options, Precast Prestressed concrete deckslabs were chosen as the best replacement system for manyreasons.1.) The high performance Precast concrete deck slab systemis much more durable than conventional systems.2.) Prestressed Post-tensioned deck slabs offer superior crackcontrol under service load conditions.3.) The system chosen for this project is significantly lighter thanconventional cast-in-place concrete deck systems, minimizing theload effects on the existing steel structure, thus reducing theamount of truss reinforcement required.4.) Construction could be carried out with minimal trafficdisruptions as the bridge could remain open to single lane traffic.

The project consisted of removing the existing bridge deckone lane at a time. Reinforcing the existing bridge trusssystem to meet current bridge design codes. Replacing theexisting deck with high performance, precast concrete deckslabs, Prestressed in the transverse direction. The deck slabswere subsequently post-tensioned in both directions afterplacement. Composite action between the precast deck andthe supporting structure was achieved by welding nelsonstuds to the stringers through ports provided in the precastslabs.

Project: Great Bras D’or Bridge Crossing Deck ReplacementVictoria County, Nova Scotia

Structural Consultants: CBCL Limited - Halifax, Nova ScotiaConstruction Manager: All Steel Coatings Ltd.

Port Hastings, Nova ScotiaPrecast Fabricator: Strescon Limited - Bedford,NS

Recipient of the“Lieutenant Governor’s Award

for Engineering Excellence”in Nova Scotia

Design Award winnerStructural Innovation Category

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The project was broken up into three phases. The firstphase was a demonstration phase intended to allow forminor modifications to optimize constructability duringsubsequent phases. Phase one was awarded to All SteelCoatings in 2001 and consisted of 42 deck slabs and 40sidewalk curbs. The progression of the project exceededeveryone’s expectations and the Nova Scotia Departmentof Transportation gave the green light to proceed with thedesign of phase two. Phase two was awarded to All SteelCoating in 2002 and consisted of 168 deck slabs and 160sidewalk curbs. Again everything went well and thedesign of phase three was completed. Phase three wastendered in 2003, and again All Steel Coatings wasawarded project. This final phase consisted of 194 deckslabs and 192 sidewalk curbs. The total bridge deck isnow replaced, on time and on budget. Precast PrestressedPost-tensioned deck slabs have proven to be a state of theart bridge deck system which can be utilized on bothconcrete and steel structures.