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Entorf, Robert F.

Report Number Author(s) Title Abstract Summary County Year
11380 Entorf, Robert F. Archaeological Assessment of Project BRF-133-1(6), Thomas County

120’ x 40’ concrete bridge constructed on existing alignment. Traffic will be detoured over local roads, CR 301 + 303. No additional right of way will be needed.

Thomas 1989
11382 Entorf, Robert F. Archaeological Assessment of Project BHMLB-7000(4), Richmond County

10 ft. x 24 ft reinforced concrete bridge. 80 ft . existing right of way. -Project begins 300 ft. south of the stream and ends 400 ft north of the stream. Widening the 110 ft. x 24 ft. bridge to 42 ft. with 6 ft. sidewalks each side, widening will be primarily on the west side. 25 Tt.

Richmond 1992
11383 Entorf, Robert F. Archaeological Assessment of Project BHF-186-1(14), Paulding County

Gothard’s Creek:  24’x 276’ concrete bridge. Sweetwater Creek 24’ x 170’ concrete bridge. Existing right of way 100’ to 200.’ Begin approximately 300’ south of each creek and end approximately 300’ north of each creek.

Paulding 1988
11386 Entorf, Robert F. Archaeological Assessment of Project BRF-017-1(18), Troup County

Approximately 40’ x 100’ concrete structure built parallel to existing bridge. 85’ additional row-original structure will remain until it gets funding.

Troup 1989
11390 Entorf, Robert F. Archaeological Assessment of Project BRS-1570(4), Laurens County

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.

Laurens 1989
11393 Entorf, Robert F. Archaeological Assessment of Project BRZLB-139(13), Hall County

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.

Hall 1990
11394 Entorf, Robert F. Archaeological Assessment of Project BRZLB-137(15), Habersham County

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'.

Habersham 1988
11395 Entorf, Robert F. Archaeological Assessment of Project BRF-001-3(18), Crawford County

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

Crawford 1988
11399 Entorf, Robert F. Archaeological Assessment of Project BRZLB-223(7), Paulding County

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.

Paulding 1987
11400 Entorf, Robert F. Archaeological Assessment of Project BRF-090-2(19), Treutlen County

Alligator: Triple 8’ x 4’ culvert with no additional right of way. Pendleton: Add triple 9’ x 7’ culver at existing double 9’ x 7’ culvert, remove bridge and add 24’ CD with no additional right of way on site detour at these sites.

Treutlen 1989
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