Entorf, Robert F.

Little Satilla Creek-160'X23.7'; Big Satilla Creek-220'X23.7' Approaches at each bridge consists of 24 feet of paving with 6 foot shoulders. Existing R/W at both sites is 80 feet. Replace bridge at Little Satilla with a 160'X40' bridge and at Big Satilla with a 220 'X40 ' bridge.

The existing structure is a 63ft. long railroad bridge over S.R. 29, one double 5ft. x 5ft. box culvert, 'one triple 9ft. x 6ft. bridge culvert. Existing R/W is 200 ft. e. Termini, description of new structure, required ROW, location of realignment or detour. This project begins approx. 1050 ft.

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.

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.

46’ x 16’ bridge with timber piles, concrete caps, steel beams, and timber deck.

Begin west of Spring Creek, end east of Spring Creek. 100’ of existing proposed right of way, widen existing structure from 28.3 to 82’.

The existing structure consists of a 19.7' wide by 30' long bridge, consisting of steel beams and pilings, concrete deck and granite abutments. Existing R/W 80 Ft. Required R/W • 20 Ft. left and right with additional easements.