The investment includes the disassembly of the old bridge over the Rudawa River along the National Road No. 79 and construction of a new one. In order to perform the reconstruction, first, a detour road should be built along with a temporary bridge located in the direct vicinity of the new facility. The load-carrying structure is composed of 6 monolithic girders of the height of 1.35 m spaced every 2.75 m. The 0.88 m wide girders are capped with supporting cross-beams (width: 0.9 m). Abutment strip footings shall be built in the form of fi 508 mm pile caps. Supports shall be built in the sheet piling serving as a protection against possible washout. Moreover, the watercourse bottom and slope shall be stabilized with a 0.5 m wide rip-rap. 

Basic Parameters /Podstawowe Parametry 

• Total length of the bridge 39.02 m
• Total width of the bridge 16.90 m
•  Theoretical span length 24.25 m
• Load class A
• Horizontal clearance 22.08 m
• Vertical clearance 2.94 m
• Static scheme – freely supported beam
• Target road: class - GP, KR 5; detour road - KR 3

Customer:

Gddkia O/ Kraków

Contract Value:

4.588.651.79 PLN / 114 716 294.75 EUR
1 EUR = 4.00

Year:

02/2012 – 12/2012