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Barnwell County
| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID |
|---|
| NBI report | SC 125 | FOUR MILE CREEK | SAVANNAH RIV PLANT | Concrete Culvert (3 spans) | -- | 1926 | 1978 | 12.1 | 43.0 | Good | 88.9 | 000000000000224 |
| NBI report | SC 125 | PEN BRANCH | IN SAVANNAH RIV PLANT | Concrete Culvert (3 spans) | -- | 1926 | 1978 | 29.9 | 89.9 | Fair | 86.5 | 000000000000225 |
| NBI report | SC 125 | SCL RAILROAD | IN SAVANNAH RIV PLANT | Concrete Tee beam (5 spans) | -- | 1926 | 1978 | 35.1 | 123.0 | Fair | 73.2 | 000000000000226 |
| NBI report | SC 125 | STEEL CREEK | IN SAVANNAH RIV PLANT | Concrete Tee beam (4 spans) | -- | 1926 | 1978 | 22.0 | 87.9 | Fair | 74.2 | 000000000000227 |
| NBI report | US 278 | TURKEY CREEK | INSIDE BARNWELL C L | Concrete Tee beam (3 spans) | -- | 1931 | 1953 | 27.9 | 75.1 | Good | 75.7 | 000000000000481 |
| NBI report | SC 39 | SCOTTS CREEK | 1MI SW OF WILLISTON | Concrete Culvert (2 spans) | -- | 1939 | -- | 1.0 | 21.0 | Good | 96.9 | 000000000000922 |
| NBI report | SC 70 | TOBY CREEK | 2MI E OF BARNWELL | Concrete Culvert (3 spans) | -- | 1939 | -- | 1.0 | 32.2 | Good | 74.5 | 000000000000923 |
| NBI report | US 278 | SALKEHATCHIE RIVER | 1/2MI S OF BARNWELL | Concrete Tee beam (7 spans) | -- | 1941 | -- | 29.9 | 21.0 | Fair | 57.6 | 000000000001166 |
| NBI report | SC 300 | WELL BRANCH | 2.8MI SE OF BARNWELL | Concrete Culvert (3 spans) | -- | 1947 | -- | 1.0 | 32.2 | Good | 96.3 | 000000000001343 |
| NBI report | SC 37 | SPUR BRANCH | 1.5MI S OF ORANGEBURG COL | Concrete Culvert (4 spans) | -- | 1947 | -- | 12.1 | 50.9 | Good | 96.5 | 000000000001342 |
| NBI report | S-6-29 | TOBY CREEK | 3 MI E BARNWELL | Concrete Culvert (3 spans) | -- | 1948 | -- | 1.0 | 34.1 | Fair | 81.0 | 000000000001426 |
| NBI report | S-6-36 | HERCULES CREEK | 5.5 MI SE BARNWELL | Concrete Culvert (3 spans) | -- | 1948 | -- | 1.0 | 33.1 | Good | 96.6 | 000000000001427 |
| NBI report | SC 64 | TOBY CREEK | 3.5MI SE OF BARNWELL | Concrete Culvert (4 spans) | -- | 1948 | -- | 12.1 | 50.9 | Good | 96.3 | 000000000001425 |
| NBI report | SC 64 WB | SALKEHATCHIE RIVER | 1/2MI W OF BARNWELL | Concrete Tee beam (5 spans) | -- | 1952 | -- | 32.2 | 153.9 | Fair | 79.4 | 000000000001860 |
| NBI report | US 278 | SPRING FELLOW CREEK | 1/2MI SE OF AIKEN CO LN | Concrete Culvert (3 spans) | -- | 1952 | -- | 1.0 | 32.2 | Good | 97.0 | 000000000001857 |
| NBI report | US 278 | ROSEMARY CREEK | 6.0 MI S WILLISTON | Concrete Culvert (4 spans) | -- | 1952 | -- | 1.0 | 43.0 | Good | 95.7 | 000000000001858 |
| NBI report | US 278 | BUCK CREEK | 8MI S OF WILLISTON | Concrete Culvert (3 spans) | -- | 1952 | -- | 1.0 | 32.2 | Fair | 83.4 | 000000000001859 |
| NBI report | S-6-164 | ROSEMARY CREEK | 3 MI SW WILLISTON | Concrete Slab (3 spans) | -- | 1955 | -- | 14.1 | 42.0 | Poor | 38.5 | 000000000002136 |
| NBI report | SC 3 | S. EDISTO RIVER SWP | 6MI N OF BLACKVILLE | Concrete Tee beam (3 spans) | -- | 1955 | -- | 32.2 | 96.1 | Good | 78.0 | 000000000002131 |
| NBI report | SC 3 | S. EDISTO RIVER SWP | .4MI S OF ORANGEBURG CO L | Concrete Tee beam (5 spans) | -- | 1955 | -- | 32.2 | 160.1 | Good | 78.0 | 000000000002132 |
| NBI report | SC 3 | S. EDISTO RIVER SWP | 0.1MI S OF ORANGEBURG COL | Concrete Tee beam (5 spans) | -- | 1955 | -- | 32.2 | 160.1 | Good | 70.5 | 000000000002133 |
| NBI report | SC 3 | EDISTO RIVER | ORANGEBURG CO LN | Concrete Tee beam (6 spans) | -- | 1955 | -- | 32.2 | 191.9 | Good | 70.5 | 000000000002134 |
| NBI report | SC 64 | HERCULES CREEK | 7.0MI SE OF BARNWELL | Concrete Culvert (4 spans) | -- | 1955 | -- | 1.0 | 43.0 | Good | 87.9 | 000000000002135 |
| NBI report | S-6-13 | TINKER CREEK | 3MI NW WILLISTON | Concrete Slab (5 spans) | -- | 1956 | -- | 14.1 | 69.9 | Fair | 52.2 | 000000000002296 |
| NBI report | S-6-169 | TURKEY CREEK | 4.5 MI N BARNWELL | Concrete Slab (3 spans) | -- | 1957 | -- | 14.1 | 42.0 | Fair | 52.7 | 000000000002477 |
| NBI report | S-6-80 | HAYES MILL CREEK | 5 MI SW BARNWELL | Concrete Slab (3 spans) | -- | 1957 | -- | 14.1 | 42.0 | Fair | 67.1 | 000000000002475 |
| NBI report | S-6-80 | GANT MILL CREEK | 6 MI SW BARNWELL | Concrete Slab (3 spans) | -- | 1957 | -- | 14.1 | 42.0 | Fair | 67.0 | 000000000002476 |
| NBI report | S-6-167 | BUCK CREEK | 5 MI NW BARNWELL | Concrete Slab (4 spans) | -- | 1959 | -- | 15.1 | 60.0 | Poor | 49.1 | 000000000002909 |
| NBI report | S-6-400 | HERCULES CREEK | 5 MI SE BARNWELL | Concrete Slab (2 spans) | -- | 1959 | -- | 15.1 | 29.9 | Good | 75.2 | 000000000002910 |
| NBI report | SC 3 | WINDY HILL CREEK | 1MI N OF BLACKVILLE | Concrete Culvert (2 spans) | -- | 1959 | -- | 1.0 | 21.0 | Fair | 96.5 | 000000000002908 |
| NBI report | S-6-168 | TURKEY CREEK | 5 MI NW BARNWELL | Concrete Slab (4 spans) | -- | 1960 | -- | 15.1 | 60.0 | Fair | 58.4 | 000000000003184 |
| NBI report | S-6-189 | WHALEY BRANCH | 5 MI E WILLISTON | Concrete Slab (3 spans) | New | 1960 | -- | 15.1 | 44.9 | Poor | 34.9 | 000000000003185 |
| NBI report | S-6-57 & S-6-58 | HERCULES CREEK | 8 MI E BARNWELL | Concrete Slab (4 spans) | -- | 1961 | -- | 15.1 | 60.0 | Fair | 62.2 | 000000000003591 |
| NBI report | S-6-192 | WHALEY BRANCH | 6 MI N BLACKVILLE | Concrete Slab (4 spans) | -- | 1963 | -- | 15.1 | 60.0 | Fair | 62.2 | 000000000004047 |
| NBI report | S-6-38 | WHALEY BRANCH | 6.5 MI N BLACKVILLE | Concrete Slab (5 spans) | -- | 1963 | -- | 15.1 | 75.1 | Fair | 72.2 | 000000000004046 |
| NBI report | S-6-431 | TURKEY CREEK | BARNWELL C L | Concrete Culvert (3 spans) | -- | 1963 | -- | 1.0 | 33.1 | Good | 97.0 | 000000000004048 |
| NBI report | S-6-188 | TINKER CREEK | 5 MI N WILLISTON | Concrete Slab (5 spans) | -- | 1964 | -- | 15.1 | 75.1 | Fair | 62.2 | 000000000004263 |
| NBI report | S-6-83 | TURKEY CREEK | 5.0 MI SW BLACKVILLE | Concrete Slab (3 spans) | -- | 1965 | -- | 15.1 | 44.9 | Fair | 62.1 | 000000000004463 |
| NBI report | L-5000 | TOBY CREEK | BARNWELL STATE PARK | Concrete Slab (3 spans) | -- | 1965 | 1991 | 14.1 | 42.0 | Good | 72.7 | 000000000004464 |
| NBI report | S-6-184 | WHALEY BRANCH | 3 MI NW BLACKVILLE | Concrete Slab (3 spans) | -- | 1966 | -- | 15.1 | 44.9 | Fair | 72.2 | 000000000004707 |
| NBI report | S-6-161 | TINKER CREEK | 6 MI NE WILLISTON | Concrete Slab (4 spans) | -- | 1967 | -- | 15.1 | 60.0 | Fair | 67.2 | 000000000004937 |
| NBI report | S-6-159 | TURKEY CREEK POND | CL OF BARNWELL | Concrete Slab (6 spans) | -- | 1968 | -- | 15.1 | 89.9 | Fair | 48.5 | 000000000005216 |
| NBI report | S-6-539 | TRIB-LTL SALKEHATCHIE | 1 MI SE BLACKVILLE | Concrete Slab (2 spans) | -- | 1968 | -- | 15.1 | 29.9 | Fair | 72.2 | 000000000005217 |
| NBI report | S-6-549 | EMERGENCY POND SPILLWAY | 3 MI E OF BLACKVILLE | Concrete Slab (3 spans) | -- | 1968 | -- | 15.1 | 44.9 | Good | 67.6 | 000000000005218 |
| NBI report | S-6-62 | STRINGFELLOW CREEK | 5 MI SW WILLISTON | Concrete Slab (4 spans) | -- | 1968 | -- | 15.1 | 60.0 | Fair | 67.1 | 000000000005215 |
| NBI report | SC 39 | SOUTH EDISTO RIVER | ORANGEBURG CO LN | Concrete Slab (11 spans) | -- | 1968 | -- | 29.9 | 330.1 | Good | 90.3 | 000000000005214 |
| NBI report | S-6-150 | TOBY CREEK | 3 MI S BLACKVILLE | Concrete Slab (3 spans) | -- | 1969 | -- | 15.1 | 44.9 | Poor | 52.1 | 000000000005470 |
| NBI report | S-6-90 | TRIB TO LAKE BROWN | IN CITY OF BARNWELL | Concrete Slab (2 spans) | -- | 1969 | -- | 15.1 | 29.9 | Fair | 67.7 | 000000000005469 |
| NBI report | S-6-163 | TRIB TO ROSEMARY CK | IN WILLISTON | Concrete Slab (3 spans) | -- | 1970 | -- | 15.1 | 44.9 | Fair | 86.6 | 000000000005666 |
| NBI report | S-6-855 | TRIB TO LOWER THREE RUNS | 9.5 MI SW BARNWELL | Concrete Slab (3 spans) | -- | 1970 | -- | 15.1 | 44.9 | Fair | 73.2 | 000000000005667 |
| NBI report | S-6-65 | SPUR BRANCH | 3.5 MI NE WILLISTON | Concrete Slab (3 spans) | -- | 1972 | -- | 15.1 | 44.9 | Fair | 78.1 | 000000000006043 |
| NBI report | S-6-166 | SALKEHATCHIE RIVER | 5 MI NW BARNWELL | Concrete Slab (4 spans) | -- | 1973 | -- | 15.1 | 60.0 | Fair | 88.1 | 000000000006225 |
| NBI report | S-6-166 | SALKEHATCHIE RIVER | 5.0 MI NW BARNWELL | Concrete Slab (3 spans) | -- | 1973 | -- | 15.1 | 44.9 | Fair | 88.1 | 000000000006226 |
| NBI report | S-6-21 | ROSEMARY CREEK | 2MI SW WILLISTON | Concrete Slab (4 spans) | -- | 1973 | -- | 15.1 | 60.0 | Fair | 80.5 | 000000000006222 |
| NBI report | S-6-21 | ROSEMARY CREEK | 6MI SW WILLISTON | Concrete Slab (3 spans) | -- | 1973 | -- | 15.1 | 44.9 | Fair | 82.6 | 000000000006223 |
| NBI report | S-6-632 | GALL BRANCH | 8.5 MI E BARNWELL | Concrete Slab (3 spans) | -- | 1973 | -- | 15.1 | 44.9 | Fair | 72.2 | 000000000006227 |
| NBI report | S-6-87 | WINDY HILL CREEK | 3 MI NE BLACKVILLE | Concrete Slab (3 spans) | -- | 1973 | -- | 15.1 | 44.9 | Fair | 88.1 | 000000000006224 |
| NBI report | S-6-32 | WHALEY BRANCH | 5 MI NW BLACKVILLE | Concrete Slab (4 spans) | -- | 1974 | -- | 15.1 | 60.0 | Good | 83.0 | 000000000006427 |
| NBI report | S-6-20 | SALKEHATCHIE RIVER | 2MI W BARNWELL | Concrete Slab (4 spans) | -- | 1975 | -- | 15.1 | 60.0 | Fair | 69.7 | 000000000006614 |
| NBI report | S-6-20 | THREE RUNS CREEK | 8MI SW BARNWELL | Concrete Slab (9 spans) | -- | 1975 | -- | 15.1 | 134.8 | Good | 82.5 | 000000000006615 |
| NBI report | S-6-20 | BIG BRANCH | 9MI SW BARNWELL | Concrete Slab (3 spans) | -- | 1975 | -- | 15.1 | 44.9 | Fair | 72.0 | 000000000006616 |
| NBI report | S-6-38 | WINDY HILL CREEK | 6.5 MI N BARNWELL | Concrete Slab (2 spans) | -- | 1975 | -- | 15.1 | 29.9 | Fair | 78.1 | 000000000006617 |
| NBI report | S-6-169 | TOBY CREEK | 5.5 MI NE BARNWELL | Concrete Slab (2 spans) | -- | 1976 | -- | 15.1 | 29.9 | Fair | 88.0 | 000000000006840 |
| NBI report | S-6-14 | HERCULES CREEK | 7MI SE BARNWELL | Concrete Slab (3 spans) | -- | 1977 | -- | 15.1 | 44.9 | Fair | 83.1 | 000000000006959 |
| NBI report | S-6-39 | BENTLEYS BRANCH | 8 MI S BARNWELL | Concrete Slab (4 spans) | -- | 1978 | -- | 15.1 | 60.0 | Fair | 77.2 | 000000000007068 |
| NBI report | S-6-70 | SALKEHATCHIE RIVER | 2.0 MI SE BARNWELL | Concrete Slab (8 spans) | -- | 1984 | -- | 29.9 | 240.2 | Good | 95.8 | 000000000007764 |
| NBI report | S-6-159 | TURKEY CREEK POND | CITY OF BARNWELL | Prestressed Slab (3 spans) | -- | 1992 | -- | 29.9 | 10.5 | Good | 96.8 | 000000000008515 |
| NBI report | S-6-224 | TURKEY CREEK | IN BARNWELL | Prestressed Slab (2 spans) | -- | 1993 | -- | 29.9 | 60.0 | Fair | 87.4 | 000000000008611 |
| NBI report | S-6-167 | ROSEMARY CREEK | 6.5 MI NW BARNWELL | Prestressed Slab | -- | 1996 | -- | 29.9 | 60.0 | Good | 99.9 | 000000000008968 |
| NBI report | S-6-84 | LITTLE SALKEHATCHIE CK | 3.2 MI SE BLACKVILLE | Concrete Slab (3 spans) | -- | 1997 | -- | 15.1 | 44.9 | Good | 99.8 | 000000000009126 |
| NBI report | S-6-32 | SPUR BRANCH | 7 MI NW BLACKVILLE | Prestressed Slab | -- | 2001 | -- | 29.9 | 60.0 | Good | 99.9 | 000000000009555 |
| NBI report | SC 64 EB | SALKEHATCHIE RIVER | 1/2MI W OF BARNWELL | Concrete Slab (5 spans) | -- | 2002 | -- | 29.9 | 149.9 | Good | 100.0 | 000000000000223 |
| NBI report | S-6-57 | SALKEHATCHIE RIVER SWAMP | 8 MI E BARNWELL | Prestressed Slab (2 spans) | -- | 2005 | -- | 60.0 | 100.1 | Good | 99.9 | 000000000004261 |
| NBI report | S-6-57 | SALKEHATCHIE RIVER | 8 MI SE BARNWELL | Prestressed Slab | -- | 2005 | -- | 60.0 | 120.1 | Good | 99.8 | 000000000004262 |
| NBI report | S-6-121 | TRIB TO LOWER THREE RUNS | 8 MI SW BARNWELL | Prestressed Slab | -- | 2006 | -- | 49.9 | 49.9 | Good | 96.9 | 000000000004936 |
| NBI report | S-6-38 | DAVIS MILL BRANCH | 5 MI NE BLACKVILLE | Prestressed Slab | -- | 2006 | -- | 40.0 | 80.1 | Good | 99.8 | 000000000002474 |