Report Abstracts

121 •x 23. 7• bridge ;Existing R/W 80 feet Existing approaches have 24 feet paving and 7 foot shoulders . Replace existing bridge with 12o•x4o • bridge on same alignment.

32’ x 20’ concrete bridge with 80’ of existing right of way. A proposed triple 10’ x 5’ x 36’ bridge culvert to be replaced on existing alignment. No additional right of way will be needed. This road will be closed during construction.

162’ x 26’ concrete bridge structure existing right of way is 200 feet. Bridge over Turkey Branch is proposed to be symmetrically to 56. The bridge will be widened under traffic and no additional R/W would be required.

99 ft x 24 ft concrete bridge structure with steel H piling. 100 ft (50 ft left and 50 ft right) of existing right of way. Existing 99ft x 24 ft bridge structure is proposed to be widened symmetrically to obtain a 99 ft x 40 ft bridge structure on existing right of way.

80’ x 20.3’ concrete bridge over Turkey Branch with 80’ of existing right of way. A proposed 80’ x 30’ concrete bridge will be replaced on existing alignment within the existing 80’ of right of way. This road will be closed during construction.

In compliance with Section 106 of the National Historic Preservation Act of 1966 and amendments thereto, project MR-8049(1), Muscogee County has been surveyed with respect to archaeological resources, especially those on or eligible for inclusion in the National Register of Historic Places (NRHP)

105 ft. x 24 ft. timber and concrete bridge over Flat Creek. Eighty feet (40 ft. left and 40 ft. right) of existing right-of-way. Proposed triple 10 ft. x 10 ft. x 55 ft. concrete bridge culvert on existing alignment. No additional right-of-way would be required for this project.

In compliance with Section 106 of the National Historic Preservation Act of 1966 and amendments thereto, project PR-422 (293), Upson County has been surveyed with respect to archaeological resources, especially those on or eligible for inclusion in the National Register of Historic Places (NRHP).

Archaeological Assessment of the Walton County Project along SR 83, Consisting of Leveling, Milling, Resurfacing, from MP 0.0 at the Morgan/Walton County line to MP 8.99/ SR 10 for an approximate length of 8.99 miles.

This transportation project has been surveyed for historic resources in compliance with Section 106 of the National Historic Preservation Act of 1966 and amendments thereto. The survey boundary and methodology were established using GDOT/FHWA Cultural Resource Survey Guidelines.