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
