TECHNICAL PAPERS
Sep 1, 2007

Construction and Testing of an Innovative Concrete Bridge Deck Totally Reinforced with Glass FRP Bars: Val-Alain Bridge on Highway 20 East

Publication: Journal of Bridge Engineering
Volume 12, Issue 5

Abstract

The Val-Alain Bridge, located in the Municipality of Val-Alain on Highway 20 East, crosses over Henri River in Québec, Canada. The bridge is a slab-on-girder type with a skew angle of 20° over a single span of 49.89m and a total width of 12.57m . The bridge has four simply supported steel girders spaced at 3,145mm . The deck slab is a 225-mm -thick concrete slab, with semi-integral abutments, continuous over the steel girders with an overhang of 1,570mm on each side. The concrete deck slab and the bridge barriers were reinforced with glass fiber reinforced polymer (GFRP) reinforcing bars utilizing high-performance concrete. The Val-Alain Bridge is the Canada’s first concrete bridge deck totally reinforced with GFRP reinforcing bars. Using such nonmetallic reinforcement in combination with high-performance concrete leads to an expected service life of more than 75years . The bridge is well instrumented with electrical resistance strain gauges and fiber-optic sensors at critical locations to record internal strain data. Also, the bridge was tested for service performance using calibrated truckloads. Design concepts, construction details, and results of the first series of live load field tests are presented.

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Acknowledgments

The writers wish to extend special thanks to the following organizations for their contribution to this project: The Ministry of Transportation of Quebec (Quebec City, Quebec): bridge owner; Pultrall Inc., Division of ADS Composites Group (Thetford Mines, Quebec): supplier of the composite GFRP reinforcing bars; Roctest Ltd. (St. Lambert, Quebec): supplier of the fiber-optic sensors and its data-acquisition system; The Natural Science and Engineering Research Council of CanadaNRC (NSERC), Ottawa, Ontario, and ISIS-Canada (Network of Centres of Excellence), Winnipeg, Manitoba, for partial funding.

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Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 12Issue 5September 2007
Pages: 632 - 645

History

Received: Jul 19, 2005
Accepted: Jul 19, 2006
Published online: Sep 1, 2007
Published in print: Sep 2007

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Authors

Affiliations

Brahim Benmokrane [email protected]
NSERC Research Chair Professor in Innovative FRP Composite Materials for Infrastructures, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, Quebec, Canada J1K 2R1 (corresponding author). E-mail: [email protected]
Ehab El-Salakawy [email protected]
Canada Research Chair Professor in Advanced Composite Materials and Monitoring of Civil Infrastructures, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, Manitoba, Canada R3T 5V6. E-mail: [email protected]
Sherif El-Gamal [email protected]
Post-Doctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, Quebec, Canada J1K 2R1. E-mail: [email protected]
Sylvain Goulet [email protected]
Engineer, Structures Dept., Ministry of Transportation of Québec, Québec, Canada G1S 4X9. E-mail: [email protected]

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