Repair of the gabion wall on the N-260 roadway near Collada de Toses
Repair of the gabion wall on the N-260 roadway near Collada de Toses
Demolition of the old wall and construction of the new gabion wall at KP 145+560 on the N-260 roadway near Collada de Toses. The project included the demolition of the remains of the previous gabion wall, the removal of the collapsed material and the creation of access points. The new gabion wall was built from concrete, and anchors were added using a system of permanent bars up to 12 m long with repeated injection and arranged every 3 m transversely and in staggered formation.
The project included the demolition of the remains of the previous gabion wall, the removal of the collapsed material and the creation of access points at KP 145+560 on the N-260 roadway near Collada de Toses in the province of Girona. Execution of the project required temporary diversions and the replacement of asphalt from the demolished roadway.
The new gabion wall was built from concrete, and anchors were added using a system of permanent bars up to 12 m long with repeated injection and arranged every 3 m transversely and in staggered formation.
A dynamic mesh containment kit was installed at the top of the wall to prevent stones from falling.
Horizontal drains were installed with the aim of redirecting and draining any water that infiltrates the wall lining.
The works included the construction of a perimeter drain to redirect water from the Clot del Tacó stream.
Given the environmental value of the surroundings where this section of the N-260 is located, the face of the concrete wall was lined with thin Gaviarq gabion cages in order to better integrate it into the environment.
Technical data
- Mechanical clearing of the land: 600 m2.
- Cutting and transport of large trees: 125 units
- Demolition of existing pavement: 433.30 m2.
- Milling of existing bituminous or concrete pavement: 6,250 m2xcm.
- Horizontal drains made of PVC pipe with a diameter of 75 mm: 240 m.
- Artificial Graded Aggregate: 25 m3.
- Hot-mix asphalt AC16 SURF S (S-12 ROLLED): 232.56 t.
- Formwork with flat face: 381.70 m2.
- Formwork with sloping face: 780 m2.
- Reinforcing concrete (HA-30) for the tops of stacks, abutments: 842.99 m3.
- Cleaning concrete (H-150): 63.90 m3.
- Corrugated steel bars (B 500 SD): 55,106.03 kg.
- Corrugated steel bar Ø 20 (B 500 S) subsequently anchored L < 0.70 m.
- Gabion wall: 60 m3.
- Galvanised mesh for fixing the gabions: 300 m2.
- Gaviarq wall cages: 522.50 m2.
- Permanent anchoring Ø32 with repeated injection (8A)
- Fixed part of anchor (3, 4A, 4B, 7, 8A and 8B): 92 units.
- Embankment protection with dynamic barrier preventing stone falls: 320 m2.
- Manual replacement of dry stone wall, including concrete on caissons and putlog holes: 47.43 m2.
- White reflective road mark, acrylic, with a width of 15 cm: 733.50 m.
- White reflective road mark, acrylic, with a width of 10 cm: 150 m.