This project involved realignment of .34 mile of roadway and replacement of a 118-ft-long, single-span, precast prestressed concrete I-beam bridge with integral abutments over Beaver Creek. The roadway width is 44 feet between guardrail faces. The project also included a hydraulic report for the County. The project improved safety by eliminating substandard horizontal and vertical curves at the south end of the existing bridge and providing 8' paved shoulders. The engineering services also included preparation of a flood plain analysis to determine the 100-year frequency flood water surface elevations for the existing bridge and the new bridge.  This was an ODOT LPA Project performed for Clark County.