Archaeological Assessment of Project BRZLB-257(5), Stephens County

30 feet X 20.8 feet bridge consists of 10.5” X 112” steel “I” beams with concrete deck and 2 vertical concrete abutments. Existing R/W 60’ total. Project begins 600’ south of existing bridge and extends northeast 850’ to Sta. 33+50. Proposed structure 58’ Triple 9’X8’ Conc. Bridge CLVT. Required R/W varies from 40’ to 55’ on each side of new alignment. New alignment approximately 50’ up stream.