Investment aimed for construction of a stable 3-span bridge with load-carrying structure made of plate girder steel beams and platform slab made of reinforced concrete. Wall abutments made of reinforced concrete founded on large diameter piles ø 150 cm 14.20 m long and additionally on 2 piles over wings 11.00 m long. Massive pillars founded by continuous footings on 16 large diameter piles ø 150 cm 11.20 m long.

Assembling of load-carrying structure of the bridge was done with usage of longitudinal pulling method after prior combining of segments delivered from factory to the construction site. Existing bridge was demolished after letting the traffic in the new structure.

Basic parameters

• Total length (48.50 + 56.50 + 48.50) 154.47 m
• Total width of platform 12.30 m
• Steel structure of the load-carrying structure welded steel plate girder -  height 2.50 m
• Length of accesses to bridge 1,030.3 m
• Pavement of carriageway made of  SMA mineral and bituminous mixture 11.350.00 m²
• Amount of concrete 1,445.00 m³
• Amount of reinforced concrete 146.30 Mg
• Steel structure 394.00 Mg

Customer:

GDDKIA in Lublin

Contract Value:

9 721 837 PLN / 2 229 779.13 EUR
1 EUR = 4.36

Year:

01/2003 – 11/2003