The works included also the construction of a 32 span metres bridge over the Ugarena river with a board composed by four 155 cm. thick double T beams and 156 m2 of prefabricated flagstones. The foundations and elevations required 380 m3 of concretes.

The supporting walls required 1,150 m3 of breakwater based on Cyclopean concrete.

The road surface required 8.750 m3 of artificial shingle and 11.880 tons of hot asphalt mixtures.