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Archaeological Assessment of Project BRF-030-4(14), Tattnall County

Author(s)
Report Number
11362
Year of Publication
1990
Abstract

Replace bridge on the existing alignment with a bridge approximately 44'X240' with the approaches being reconstructed to have 24' of pavement and 8' shoulders from 0.1 before to 0.1 past the bridge. An onsite detour would be required to maintain traffic during construction. No additional R/W would be required for construction but an easement would be required on the north side for the proposed detour.