| State Street Bridge Reconstruction |
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| Location: New Haven, CT |
| Tuesday, 20 July 2010 |
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The challenges DTC resolved included installing new piles, and support of excavation, adjacent to the I-91 overhead bridge pier footing which is also founded on piles. The solution involved a combination of splicing piles and sheeting with shorter length units and re-adjusting locations in addition to requiring on-site testing and monitoring. As part of the design process, DTC also performed a detailed hydraulic analysis and scour assessment for this project. Considerable tidal influence severely affected flows through the existing bridge that caused scour issues to develop with the existing pile supported bridge foundation. A proposed bridge pile support system and riprap scour protection were recommended to protect the proposed bridge from further scour issues. DTC's hydraulic and scour analysis became an integral part of the Flood Management Certification process required for this project. |