Scope
  • Constructing a temporary pontoon bridge of 60m length and 2m wide extending from the seashore’s landside to the displaced pile.
  • Constructing a temporary floating platform (8m x 8m) around the pile that was used as a platform for diving activities and for supervising the works.
  • Welding a channel at pier # 1 to serve as a stopper to avoid movements of the walkway during pulling
  • Fixing a sling around the top of the displaced pile and connecting the other end to the bollard of a 3,000 horsepower tug boat and pulling it slowly and steadily until the pile resumed its original vertical position.
  • Installing two video cameras on the sea bed that were linked to a monitor screen to detect any sand movement or displacement during the pulling operation by the tug boat.
  • After the displaced pile reached its vertical position and the edge of the walkway was aligned with the top of the main pier # 2.
  • Tack welding of the walkway to the pier platform was made to prevent it from springing back after the tug boat was released
  • Leveling the sand at the sea bed and lowering of a steel cofferdam (5m x 5m x 2m) that was used as a permanent formwork for concreting the base foundation.
  • Pouring underwater concrete into the cofferdam/formwork to fill it completely and let it overflow on all sides thus leaving the cofferdam fully encased. A static pump was used to pour the tremmie concrete.
  • Repairing the damaged grating and handrails.
  • Removing the access pontoon, platform and all other temporary supports.
  • Specialized teams and divers controlled all stages of the operation from land, from a floating craft and through underwater video monitors.