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1 The applications are: Column wraps to enhance seismic performance Beam wrapping to increase shear capacity Bonded ange plates to increase bending capacity Epoxying FRP rods in grooves cut into the substrate to increase member strength Truss strengthening Wrapping aluminum columns of sign structures 2 Advantages of FRP: Non-corroding, unlike steel rebars Low maintenance Low fatigue Less dead load, high strength to weight ratio Flexural strengthening The bene ts of FRP composites have only recently been expanded to include the bridge construction industry Fiber reinforced polymer (FRP) composites have been providing practical solutions to structural problems in the aerospace, automotive, and manufacturing industries for many years Research into FRP composites for bridge construction is still in the evolutionary stage More information is required to provide con dence for the design of FRP bridges and for the development of design standards 3 Disadvantages of FRP: The cost of an FRP bridge is higher than a conventional bridge The frequency of inspection is greater also Recommendations for inspection and maintenance are given in ACI 4402R-02 The Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures Resistance to re is much lower than for steel rebars 4 Visual inspection should record observations for: Changes in color Debonding Cracking De ections

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Peeling Blistering Crazing 5 For sign structure repairs, it: Costs less than full structural support replacement Allows repairs to be done quickly Causes less traf c disruption because only lanes beneath repair need to be blocked off

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Appropriate projects to consider include: A posted bridge that could bene t from a reduction in dead load and subsequent increase in live load rating A bridge that needs to be widened without imposing additional loads on the substructure Superstructures under 12 m span (and longer spans as technology evolves) A historic structure that must be saved (ie, rehabilitated instead of replaced) due to its cultural value Moveable spans where the light weight can save operating expenses A bridge that needs an improvement in load rating sooner than can be addressed through a capital improvement program It is often unacceptable to program work for ve years in the future when postings present an immediate economic hardship An accelerated schedule to installing decks or superstructures to reduce the cost of maintenance, reduce congeston, and protect traf c

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1 Span: A particular deck system is acceptable only up to the support span length at which it has been tested There are several deck systems that can be used with steel supports spaced at 25 m Superstructures built thus far have been relatively short spans (<14 m) This is due to the cost of controlling de ection Longer spans will most likely require the use of high performance carbon ber or a hybrid system which utilizes concrete or another material with FRP 2 Traf c volume: Though fatigue test data suggests that there is not a concern about using FRP decks on high volume roads, the designer should be cautious about the application in an area that would be dif cult to monitor or repair Low volume roads provide an opportunity for easy access so that more can be learned with little risk 3 Cost considerations: Since an FRP deck or superstructure typically sells for a premium compared to steel and concrete, part of the scoping process must involve an evaluation of all costs associated with a project A cost comparison should be made considering all available options Past price ranges are: Decks: $65 $80 /SF of deck area Superstructure: $140 $150 /SF of deck area 4 Skew and grade: Deck manufacturers have been successful in the fabrication and installation of skewed superstructures and the use of FRP decks on skewed steel bridges At the present time, there are no general restrictions on such use, but caution is advised in these circumstances The same is true for percentage grade 5 Depth: FRP decks are commonly available as a 200 mm (8 in) deep section, although custom depths are available During preliminary design, a rule of thumb can be used for the depth

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