The municipality of Avalon was expanding its Fire Station and a deep foundation was required. A load test was performed to determine
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A five story apartment building required a deep foundation. Helical piles were selected due to concerns for neighboring structures which completely ruled
A new five story multi dwelling housing complex was being constructed in University City in Philadelphia, PA. A deep foundation was required
A new train platform was being constructed for the SEPTA rail line in Conshohocken Pennsylvania. In order to verify that the pile
A parking garage was under going renovations and needed new concrete columns to support the additional load. Helical piers were the quickest,
An 80 KIP helical pile needed to be load tested before proceeding with the production piles. Project Summary: Helical Pile Type: 1.75″ Square
New York City DOB Regulations required a load test for the helical piles that were specified on the foundation plan for a
A project in Manhattan with with very restrictive access and mobilization challenges required a deep foundation for an addition to an apartment
Due to NYC D.O.B regulations, a load test was required. Project Summary: Helical Pile Type: RS4500.337 # of Helical Piles: 1 test pile 30 production
WOH blow counts to 40′ called for a deep foundation. An 8 5/8″ pipe pile could handle the load for the multi-story
