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A-5 highway undergrounding project
Madrid, Spain
Structural typology Structures Souterraines
Date December, 2027
Scope Detailed design and construction support
Cliente Lote 1 UTE Ferrovial-FCC, Lote 2 UTE Dragados-Acciona
Construction Lote 1 UTE Ferrovial-FCC, Lote 2 UTE Dragados-Acciona
Owner Ayuntamiento de Madrid
The project consists of the undergrounding of the A-5 highway at its exit from Madrid over a total length of 3.2 km in an urban environment with numerous existing buildings located very close to the future tunnel. The main challenges are the maintenance of traffic during the construction with two lanes in each direction and the connection with the existing tunnel on Avenida de Portugal. A construction system has been chosen in which the top slab is cast against the ground, thus optimizing traffic detours and the execution time. The tunnel includes two carriageways of three lanes each, separated by a central wall. The two outer and the central walls are formed by drilled shafts with a typical diameter of 85 cm spaced 1.30 m, with other configurations depending on the particular conditions of each section. The walls do not require anchoring to the ground, as they are braced by the top slab and the bottom slab placed right below the pavement. The project also includes entrance/exit ramps, ventilation buildings, pedestrian emergency exits, crossings between tunnels and special areas for service crossings.

Pro
The project consists of the undergrounding of the A-5 highway at its exit from Madrid over a total length of 3.2 km in an urban environment with numerous existing buildings located very close to the future tunnel. The main challenges are the maintenance of traffic during the construction with two lanes in each direction and the connection with the existing tunnel on Avenida de Portugal. A construction system has been chosen in which the top slab is cast against the ground, thus optimizing traffic detours and the execution time. The tunnel includes two carriageways of three lanes each, separated by a central wall. The two outer and the central walls are formed by drilled shafts with a typical diameter of 85 cm spaced 1.30 m, with other configurations depending on the particular conditions of each section. The walls do not require anchoring to the ground, as they are braced by the top slab and the bottom slab placed right below the pavement. The project also includes entrance/exit ramps, ventilation buildings, pedestrian emergency exits, crossings between tunnels and special areas for service crossings.
A-5 highway undergrounding project
Madrid, Spain
Structural typology Structures Souterraines
Date December, 2027
Scope Detailed design and construction support
Cliente Lote 1 UTE Ferrovial-FCC, Lote 2 UTE Dragados-Acciona
Construction Lote 1 UTE Ferrovial-FCC, Lote 2 UTE Dragados-Acciona
Owner Ayuntamiento de Madrid
The project consists of the undergrounding of the A-5 highway at its exit from Madrid over a total length of 3.2 km in an urban environment with numerous existing buildings located very close to the future tunnel. The main challenges are the maintenance of traffic during the construction with two lanes in each direction and the connection with the existing tunnel on Avenida de Portugal. A construction system has been chosen in which the top slab is cast against the ground, thus optimizing traffic detours and the execution time. The tunnel includes two carriageways of three lanes each, separated by a central wall. The two outer and the central walls are formed by drilled shafts with a typical diameter of 85 cm spaced 1.30 m, with other configurations depending on the particular conditions of each section. The walls do not require anchoring to the ground, as they are braced by the top slab and the bottom slab placed right below the pavement. The project also includes entrance/exit ramps, ventilation buildings, pedestrian emergency exits, crossings between tunnels and special areas for service crossings.

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