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Blackwelder, Jon R.

Report Number Author(s) Title Abstract Summary County Year
7359 Blackwelder, Jon R. Phase I Archaeological Survey of SR 369 Over Six Mile Creek Bridge Replacement, Forsyth County

The proposed project consists of replacing t11c SR 369 bridge over Six Mile Creek in Forsyth County, Georgia. The proposed project is located approximately 6.2 miles northeast of the City of Cumming and is approximately 0.41 mile long.

Towns 2012
7362 Blackwelder, Jon R. Phase I Archaeological survey for the Improvements to the Northbound Off-ramp of Interstate I-75 Interchange with SR 2/US 41 (Old Dixie Road0 in Clayton County, Georgia

The proposed project would involve operational improvements to the northbound off-ramp of Interstate 75 (1-75) interchange with SR 3/US 41 (Old Dixie Road} in Clayton County.

Cobb 2013
7363 Blackwelder, Jon R. Phase I Archaeological Survey of the Proposed Roundabout at SR 33/UA 319 at SR 33 South, Colquitt County, Georgia

The proposed intersection improvement project is located at the intersection of State Route (SR) 33/United States (US) 3 I 9 Business/Tifton Highway/North Main Street with County Road (CR) 525/Sylvester Highway and SR 33 South/1st Street on the north side of Moultrie in Colquitt County, Georgia.

Union 2012
7393 Blackwelder, Jon R. Addendum to the Phase I Archaeological Survey of the County Road 50/Caney Bay Road Bridge Over Buffalo Creek, Brantley County, Georgia

The proposed project would replace the bridge on County road (CR) 50/Caney Bay Road over Buffalo Creek in Brantley County. The existing bridge, constructed in 1950, has a sufficiency rating of 13.10 and has load restrictions for trucks; it cannot be repaired cost-effectively.

Brantley 1999
7398 Blackwelder, Jon R. Second Addendum to the Phase I Archaeological Survey fo SR 136 over West Chickamauga Creek, Walker County, Georgia

The proposed project would begin approximately 477 feet west of the bridge and end approximately 873 feet east of the bridge. The total project length would be approximately 1,350 feet (0.26 mile). The existing SR 136 typical section contains two 12-foot travel lanes

Bryan 2007
7428 Blackwelder, Jon R. Fifth Addendum to Phase I Archaeological Survey of One Overpass Improvement and Three Interchange Modifications Along I-75, Tift County, Georgia.

The proposed project has been modified where the driveway easement to the UGA College of Agriculture has increased from 0.92 acre to 0.97 acre to accommodate drainage and driveway construction.Five prior surveys have been conducted by EPEI for the overpass improvement and interchange modificatio

Sumter 2012
7485 Blackwelder, Jon R. Third Addendum to the Phase I Archaeological Survey of the Proposed Improvement to Gulfstream Road at Robert Miller Road, Chatham County, Georgia

The APE for the project includes everything within the proposed construction project length along Robert B. Miller Road and Gulfstream Road, and within the maximum extent of the existing and proposed tight-of-way as described on the attached sheet.

Chattahoochee 1997
7496 Blackwelder, Jon R. Addendum to the Phase I Archaeological Survey of SR 38/US 84/US 221/East Hill Avenue at CR 439/Clay Road and CS 1271/Hollywood Street Intersection Improvements, Lowndes County, Georgia

The proposed project is located approximately 4 miles east of I-75 in Valdosta in Lowndes County, Georgia.

Wilkinson 1996
7498 Blackwelder, Jon R. Phase I Archaeological Survey of the Proposed Redmond Trail Project, Floyd County, Georgia

The proposed project will consist of a 1.5 mile long multi-use trail with two bridges over Little Dry Creek: Bridge 1 is near the confluence of Little Dry Creek with the Oostanaula River, near the southern terminus and Bridge 2 is within Tolbert Park near the northern terminus.

Wilkinson 1989
7499 Blackwelder, Jon R. Second Addendum to the Phase I Archaeological Survey of the Proposed Hatcher Point Road Improvements, Ware County, Georgia

The current project area lies within the existing CSX rail bed. The area has been previously affected by road and railway construction, therefore a physical field survey was not conducted.

Douglas 1990
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