Coast Guard Station

An existing sheeting wall required tiebacks. The Coast Guard Station needed to remain open throughout the construction period with minimal disturbance to or interference with operational activities. A high water table and low shear-strength organic soils were complicating factors. .

Project Summary:

  • Helical Pile Type: 2” Square Shaft
  • # of Helical Piles: 17
  • Location: Manasquan NJ
  • Installation Depth: 40-60 Feet
  • Equipment Used: Caterpillar 312, 20K head
  • Challenge/Unique Aspect: Working alongside the U.S Coast Guard and respecting ceasing work for their military drills and practice
  • General Contractor: Mortenson Construction