Report Abstracts

A proposed 130’ x 24’ concrete bridge will be replaced on new alignment. Approximately 80’ of right of way will be needed. This road will be closed during construction.

52’ x 17.2’ single span bridge with concrete abutments, steel beams, concrete deck, and steel pony truss super structure. 100’ x 38’ bridge (est) 100’ row (est).

Existing concrete, steel & timber bridge 60' long x 28.8' wide 5 steel Beams with concrete deck. 80' existing right of way. Proposed 65'-9'x9' concrete box culvert. Additional right of way or easements may be required for the wing walls.

Bridge over Willacoochee Creek is proposed to be widened symmetrically to 56 feet. The bridge will be widened under truffle, and no additional right of way would be required.

270’ x 24’ bridge structure with timber pilings, concrete caps, concrete slab deck with steel handrail. 100’ of existing right of way (50’ left and 50’ right). Bridge over Willacoochee River is proposed to be replaced on existing alignment with a 270’ x 28’ concrete bridge structure.

Widen existing 40’ bridge all on west side to 64’ (providing for 5 lanes and sidewalks on both sides). To be built within existing ROW except for 10’ strip on NE quadrant and mitres at intersections.

10+93 (38') DBL + DBL 10' x 10' Concrete Bridge Culvert. 60' - ·so' required right of way with easements for construction of channel. Roadway to be closed during construction.

Dbl + Triple 10 ' X 9 ' Cone. Br. Clvt. Drainage Area - Over 20 Sq. Mi. Road to be closed during actual construction of culvert. Required 80' right of way (total) with easements.

Coldwater creek will be a double and triple 9 x8, 75 feet in length 60 ft of additional right of way left and right with easement. Cedar creek will be a double and triple 10X9 72 ft in length, no additional right of way. Easements will be needed left and right.

Sta. 17+01. 39 to Sta. 17+22. 61 Double 9'x9 ' Concrete Box Culvert (46'). R/W of 80'-0" will be required with easements f or construct ion of channel. Roadway to be closed during construction.