Rotenstein, David S.

Existing structure is a 25.9 ft. x 60 ft. timber steel and concrete bridge. Existing R/W is 100 ft. total. Project begins approximately 600 ft. west of the stream and ends approximately 600 ft. east of the stream.

440’ x 25.7 bridge at Alapaha River, 220’ x 24’ bridge at Big Creek, existing 200’ right of way, 160’ x 24’ bridge at boggy Creek, 100’ existing right of way. Timber pilings with Concrete deck.

Begins 320’ south of creek and ends 330’ north of creek. Widen existing bridge-102.52’ x 40’. 15’ of right of way required. Detour located immediately east of bridge-110’ easements required on east side for detour.

Existing structure is a 21.8 ft x 493 ft steel and concrete bridge. Project begins 580 ft south of stream and ends 925 ft north of stream. New bridge will be a 36 ft x 400 ft steel and concrete structure. A 20 ft x 100 ft detour easement will be required on the downstream, side.

This is a bridge project, BRSLB-0633(1) in Muscogee County. The bridge is on Whitesville Road/ CR 94 and crosses Heiferhorn Creek. The existing bridge is 65 feet long by 17.7feet wide and is a concrete bridge.

This is a bridge project, BRZLB-215(1), Muscogee County. The bridge is on Old River Road/ CR 1 and crosses Standing Boy Creek. The existing structure is 172 feet long by 18.5 feet wide bridge concrete and steel substructure. The existing ROW is 80 feet and the required ROW is 100 feet.

This is a bridge project, BHZLB-215(3), in Muscogee County. The bridge is over Chattswoth Road and crosses Bull Creek. The existing structure is 107 feet long by 16.9 feet wide and is a concrete spandrel arch bridge. The existing ROW is 60 feet.

135’ x 21.7’ concrete bridge, 100’ existing r/w. Bridge and approaches-same location, no additional r/w, detour to be construction on east side-easement will be required to construction detour.

100’ x 24’ bridge-100’ row estimated. Begins .01 mile south of white water creek and ends .1 mile north of white water creek.

Begin project approximately 750 ' southwest of existing structure on new alignment 30' ± upstream and end 500' northeast of existing structure back in the existing roadway. Proposed 51' Triple 10' x 9' Concrete Bridge Culvert. Approximately .4 acre R/W will be required.