Технічні рішення реконструкції моста із збірними залізобетонними попередньо напруженими прольотними будовами
The existing bridge designs and variations of design decisions reconstruction of the bridge expansion monolithic or precast-monolithic concrete slab and enhancement bill beams change their static circuit with a split on a continuous are described.
The existing span structure reinforced concrete, ribbed beam cross-cutting scheme
10 × 16,8 m clearance Г-7 + 2 × 0,9 m was built in 1960–64 years as a pilot facility construction of prestressed beams by Ukrdortrans NDI (now DerzhdorNDI).
Reconstruction span structure included its extension to clearance Г -10 + 2 × 1,0 m