Spring Field Review Site 06 2007HydeBridge #6 on SR1110 over Lake Landing Canal
~ Reinforced approach fill slab drains were under or very near to the water, and do not appear be very effective.
 ~ Crumbling asphalt and nails protruding from the timber deck of the existing bridge raised questions regarding the contractors obligations to maintain detour bridges.
~ 55' single span cored slab bridge.
 ~ End bent foundation consists of 12" prestressed concrete piles and permanent marine-grade sheet piling.
 ~ Non-standard Galvanized 2 bar tubular rail used.
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