Project Description
This project was initially designed to move 100,000 CY. Approximately 2 feet into the cut, we encountered a hard conglomerate rock that required ripping with a D9 and hammering with a 320 excavator with a hoe ram and a 349 excavator with a ripping attachment. Despite addressing the rock, this project was completed in a timely manner. Our client was then able to put liner directly down on our subgrade without tearing as we compacted the rock so well and smoothly.
