Project Overview

Design and installation of 130′ diameter sheet-pile shoring for a 46 foot deep excavation. 92 pair of 75′ long sheet piles – each pair weighing over 10,500 lbs – interlocking together and driven vertically to grade to allow construction of a sewer lift station, and then removed after backfill of the structure. Two 100 ton DDF crawler cranes were used for the installation of the sheet piles.
COP Construction
Type of Project
Earth Retention
Completion Date
December 2018

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