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Belleview Development
Uniroyal Site
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
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