Construction of a lamination dam, works of accommodation of the river bed in the urban stretch aimed at improving the outflow in the Municipality of Carsoli (Province of L’Aquila)

Lamination dam along the Vallemura stream, divided into 2 sectors (upper total = 12.00 ha, Vtot = 330.000 m3) bounded by a raised embankment in the ground L = 1.300 m; settlement of the cash desk (167,000 m3 of excavations, internal drainage network, viability); hydraulic manufactures: an adjustment crossbar along the Vallemura stream (h = 8.30 m, 2 lights 2.00 x 2.20 regulated by motorized gates, safety overflow 10.00 m long with a Creager profile); an artifact of connection between the 2 sectors (gutter with a diameter of 2 m). Adjustment of the bridge at the Turano-Vallemura confluence in the historic center of Carsoli, with complete demolition of the existing bridge (deck, stack and shoulders), reconstruction of a section of canal (L = 15 m), coverage of the reconstructed canal section and others 40 m upstream (deck made up of 18 pre-stressed prefabricated beams and shoulders made up of a bulkhead of reinforced concrete piles) and superficial arrangement of the square.

Customer: Company Mario Cipriani S.r.l.

Amount of the works: € 2,305,934.00

Lamination dam along the Vallemura stream, divided into 2 sectors (upper total = 12.00 ha, Vtot = 330.000 m3) bounded by a raised embankment in the ground L = 1.300 m; settlement of the cash desk (167,000 m3 of excavations, internal drainage network, viability); hydraulic manufactures: an adjustment crossbar along the Vallemura stream (h = 8.30 m, 2 lights 2.00 x 2.20 regulated by motorized gates, safety overflow 10.00 m long with a Creager profile); an artifact of connection between the 2 sectors (gutter with a diameter of 2 m). Adjustment of the bridge at the Turano-Vallemura confluence in the historic center of Carsoli, with complete demolition of the existing bridge (deck, stack and shoulders), reconstruction of a section of canal (L = 15 m), coverage of the reconstructed canal section and others 40 m upstream (deck made up of 18 pre-stressed prefabricated beams and shoulders made up of a bulkhead of reinforced concrete piles) and superficial arrangement of the square.

Customer: Company Mario Cipriani S.r.l.

Amount of the works: € 2,305,934.00