Report Abstracts

Existing structures are 23.8’ x 140’, 23.8’ x 160’, and 23.7’ x 398’ respectively, timber concrete and steel bridges. Project begins 600’ east of stream and ends 600’ west of stream at Reedy Creek Site.

Project begins 1200 ft. west of stream and ends 1500 ft. east of stream. New structure will be a 40 ft. X 700 ft. concrete bridge. A temporary detour will be constructed on the north or upstream side. A temporary easement f or this detour is required (See attachment).

Existing structure a 40'X24.1' bridge with timber pile foundation, timber & concrete substructure, steel main support, and concrete deck. Existing ROV 80 feet. Begins approx. 0.14 mile south of creek and ends approx. 0.24 mile north of creek.

The existing structure is 75 ft long and 28 feet wide consisting of timber piles, steel beams, and a concrete desk. The required structure will be a 180 feet long by 38 feet wide bridge.

Existing bridge 12’ x 29’, wood deck, still piles and caps. Required culvert is 52’ triple 7’ x 6’ concrete box culvert. The new structure will be relocated approximately 50’ downstream. Additional right of way will be required to give a total of 80'.

Site 1: 240’ x 40’ bridge. Site 2: 100’ x 40.’ Site 3: 210’ x 27.8.’ Site 4: 200’ x 44’ bridge.

Existing bridge is a 24.0 ft. X 47 ft. timber, steel and concrete structure. Existing right of way is 40 ft. left and 40 ft. right. Project begins 600 ft. west of stream and ends 600 ft. east of stream.

The existing bridge is approximately 2.7 X 12.8 meter (9' X 42'). The existing ROW is approximately 12.2 meters (40') in Barrow County and approximately 18.3 meters (60') in Gwinnett County. Approaches would be approximately 130 meters (426.6').

Existing structure is a 163 x 24 foot bridge with 20 foot wide approaches and 6 foot shoulders. Existing right- of-way is 80 feet. The proposed replacement structure is a 163 x 32 foot bridge wit~ 24 foot approaches with 10 foot shoulders.

Project begins 450’ west of creek and ends 300’ east of creek. New structure 43 linear feet of triple 10’ x 6’ concrete bridge culvert. Required right of way 30’-50’ additional. No detour required.