Reinforcement of the breakwater and guard wall at the Port of Sidi Ifni

Studies, execution drawings and work methodology

• Reinforcement of main breakwater over 730 ml + pierhead.
• Reinforcement of secondary breakwater over 760 ml + pierheads.
• 200 m of docking blocks seated at -5.00 mzh and capped at +5.00 mzh
• Floating pier 96 ml.
• Inclined plane 50 × 30 m