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Bridge across the Kremlice Creek Valley, highway I/11

Design

Bridge of the total length of 530.4 m is formed by a continuous girder of 15 spans of lengths 33 + 45 + 3 x 48 + 3 x 24 + 36 + 3 x 24 + 48 + 45 + 33 m. In the central portion the girder is supported by a composite arch of a span of 180.0 m. The deck is formed by a composite box girder with large overhangs supported by steel struts.

SHP: alternative design
          final design