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Large bridges |
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Danube Bridge at Dunaujvaros,
Superstructure of the Approach Bridges,
Falsework for the Arch Construction |
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| Bridge Length: |
1067.00 m (right side approach bridge); 302.00 m (left side approach bridge) |
| Bridge width: |
2x15.80 m |
| Span: |
75.00m + 12x82.50m + 4x75.00m |
| Traffic Lanes: |
2.40m sidewalk/cycle road + 12.00m carriageway |
| Loading class: |
"A" (800kN) |
| Structural Depth: |
3.58 m |
| Height of Main Girders: |
3.40m (high), 3.61m (low) - wertical elevation of web |
| Structural Steel: |
15800 t (right side bridge: 2x6002t; left side bridge: 2x1700t) |
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The construction of the Danube Bridge of Dunaujvaros has been
started in 2005. The approach bridges are 13 span (right side) and 4 span (left side)
continous bridges. The box cross section consist of an orthotropic deck, two inclined
webs of constant depth and a bottom plate. There are two separated paralell bridges
for the left and the right carriageways of the M8 Motorway. The axis of the Motorway is
curved in plan (R=7000m) except of the transition parts ad joining to the straight main
river bridge. The longitudinal grade is 1.46% along the whole bridge.
Constructor: DunaÚj-Híd Consortium
General Designer: Fömterv Ltd. |
