Aluminum Shoring Shields and Hydraulic Vertical Shores Provide Solution for Crossing Utilities
Click on picture for larger versionCoble Trench Safety shoring specialist John Knighten plays a key role in assisting contractor with shoring design.

The Specifics

The contractor is performing a utilities relocation project that will help facilitate a planned steam tunnel project. The steam tunnel project will upgrade the existing infrastructure to help support the local campus, as well as hospital as the community continues to grow. The project required depths of approximately 12 feet and widths up to 8 feet.
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The Scenario
One of the major issues the contractor faced with this excavation was the presence of 5 crossing utilities. The utilities ran perpendicular to the excavation cut and the shoring system would have to allow flexibility around these areas. In addition to the crossing utilities the project also had an adjacent valve box, as well as service road, which increased the importance of providing a system to maintain the structural integrity of the soil.


The Solution
John Knighten had worked closely with the contractor very early in the construction process and helped supply budgeting and initial proposals to the help with the bid package. John reviewed the specific jobsite requirements with the contractor and together helped anticipate the issues that would be prevalent, as well as planning the best solution for each issue. Given the presence of crossing utilities, the system would have to be very flexible around these areas. Hydraulic vertical shoring proved to be the best option for these systems, as it would allow the requisite protection to be set around the crossing utilities while shoring the area according to OSHA guidelines. Hydraulic aluminum shoring shields were selected for the longer linear runs to provide a quicker installation than the vertical shores.

The combination of hydraulic vertical shoring and aluminum shoring shield provided the contractor a easy system to install on longer runs and the ability to shore crossing utilities with the vertical shoring. In addition, since both systems were hydraulic, the contractor was able to pressurize both systems out and provide pro-active protection against a soil collapse. The pro-active protection helped to ensure the structural integrity of the adjacent structures, as a soil collapse would not undermine the foundations. The system worked very well for the contractor and adapted well to the excavation's requirements as needed. The project completed efficiently and without any safety incidents.
 

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