Demolition of the original structure and construction of a new timber two-span suspended beam bridge. A notable feature of the project is the length of the load-bearing beams, each measuring at least 12 metres. Locally sourced timber was used for the construction.

The inclined timber suspended load-bearing structure consists of four longitudinal doubled larch beams measuring 300 x 350 mm with shear notches, vertically connected by traditional carpentry joints secured with vertical forged bolts of 24 mm diameter. The suspended frame is made of larch beams measuring 250 x 200 mm, with two posts composed of doubled beams measuring 250 x 250 mm. The upper surfaces of the main beams, the overhangs of the lower crossbeams, and the wall plate are clad with aluminum sheets. At the support location on the intermediate pier (P1), longitudinal larch reinforcements measuring 300 x 250 mm are anchored beneath the main beams along the axis of P1 using vertical forged bolts (M24 mm), resting on wall plates sized 200 x 200 mm. The bridge deck is constructed from oak planks measuring 150 x 200 mm.