Viaduc de la Banquière

General Information

Structure:	Box girder bridge
Function / usage:	Motorway bridge / freeway bridge
Construction method:	Precast segmental construction with temporary cable-stays
Material:	Prestressed concrete bridge Structurae Plus/Pro - Subscribe Now!

Location:	Nice, Alpes-Maritimes (06), Provence-Alpes-Côte d'Azur, France
Carries:	Autoroute A8
Part of:	A 8 Motorway (France)
Next to:	Viaduc de la Banquière (1976)
Coordinates:	43° 44' 0.88" N 7° 17' 6.78" E

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	total length	110.50 m
	span lengths of first bridge	34.59 m - 42.92 m - 38.69 m
	span lengths of second bridge (southern box girder)	29.407 m - 32.551 m - 22.024 m
	span lengths of second bridge (northern box girder)	39.25 m - 30.875 m - 19.718 m
deck	deck depth	2.50 m
	deck width	10.40 - 25.82 m
	average volume (western deck)	7.25 m³/m
	average volume (eastern deck)	12.28 m³/m
piers	height	max. 19 m

deck	prestressing steel	77.7 kg/m²
deck	reinforcing steel	172.2 kg/m²

deck	prestressed concrete
piers	reinforced concrete

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A8 - Viaduc de la Banquière (doublement contournement de Nice). In: Bulletin annuel AFPC ( 1980- 1982), pp. 197-202.
Combault, Jacques (1982): La construction à l'avancement par haubanage provisoire. Presented at: Technique française du Béton Précontraint, IXe Congrès de la FIP Stockholm 1982, pp. 212-219.
Viaduc de la Banquière (doublement du contournement de l'A8 à Nice). Presented at: Technique française du Béton Précontraint, IXe Congrès de la FIP Stockholm 1982, pp. 68.
Georges, M. / Augeard, M. (1982): Viaducs autoroutiers en sites difficiles: contraintes de conception et de réalisation (A40 et A8). Presented at: Technique française du Béton Précontraint, IXe Congrès de la FIP Stockholm 1982, pp. 233-241.

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