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MARINE

Belleview Development
Detroit, MI

2011-2012
  • 800’ of alternating 110’ W33 and W36 king pile interlocking with 80’ steel sheet piling
  • Interlocks between WF beams and PZC sheeting have been treated with water tight sealant
  • 125’ long HP14 battered raker piles providing tension (215 ton) and compression (215 ton) capacities
  • Multiple cofferdams with up to three (3) levels of bracing including HP12 piles and mass concrete pour
  • Concrete Cap
  • Seawall to allow for site remediation
Previous
Next

MARINE

Belleview Development
Detroit, MI

2011-2012
  • 800’ of alternating 110’ W33 and W36 king pile interlocking with 80’ steel sheet piling
  • Interlocks between WF beams and PZC sheeting have been treated with water tight sealant
  • 125’ long HP14 battered raker piles providing tension (215 ton) and compression (215 ton) capacities
  • Multiple cofferdams with up to three (3) levels of bracing including HP12 piles and mass concrete pour
  • Concrete Cap
  • Seawall to allow for site remediation