MARINE
Belleview Development
Detroit, MI
2011-2012
- 800′ of alternating 140′ 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.
- Seawall was designed for a 34′ excavation against the Detroit River to remove 700,000 tons of materials off-site for this large scale environmental project.
- 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 and future dredging.