Jump to:
Scott County
| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID |
|---|
| NBI report | US83 HWY | WHITE WOMAN CREEK | 3.93 MI. SOUTH OF K-96 | Concrete Culvert (9 spans) | -- | 1934 | 1992 | 8.9 | 89.2 | Good | 90.1 | 999908300860011 |
| NBI report | US83 HWY | WHITE WOMAN BASIN | 3.35 MI. SOUTH OF K-96 | Concrete Culvert (3 spans) | -- | 1934 | 1992 | 6.9 | 24.3 | Good | 98.3 | 999908300860021 |
| NBI report | US83 HWY | LION CREEK | 2.34 MI. SOUTH OF K-96 | Concrete Culvert (6 spans) | -- | 1934 | 1992 | 9.8 | 65.0 | Good | 87.8 | 999908300860031 |
| NBI report | RS 682 (CHEROKEE) | LADDER CREEK | 5.6N 9.0W OF SCOTT CITY | Concrete Culvert (3 spans) | NR possible | 1936 | -- | 9.8 | 32.2 | Good | 71.1 | 000000000860010 |
| NBI report | LOCAL RD 4 (RD 90) | WHITE WOMAN CREEK | 6.0S 2.6W OF SCOTT CITY | Concrete Slab (2 spans) | NR possible | 1939 | -- | 24.0 | 49.9 | Fair | 54.5 | 000860427305220 |
| NBI report | K96 HWY | LION CREEK DRAINAGE | 3.53 MI E OF WICHITA CL | Concrete Culvert (2 spans) | -- | 1949 | -- | 9.8 | 29.5 | Good | 80.3 | 999909600860061 |
| NBI report | LOCAL RD. 5 | WHITE WOMAN CREEK | 4.2S 1.0W OF SCOTT CITY | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1950 | -- | 17.1 | 36.1 | Fair | 42.1 | 000860431005182 |
| NBI report | RS 1407 (CHEROKEE) | LION CREEK | 1.0S OF MODOC | Concrete Culvert (3 spans) | NR possible | 1950 | -- | 9.8 | 31.2 | Good | 76.7 | 000000000860100 |
| NBI report | RS 683 (FALCON RD) | WHITE WOMAN CREEK | 9.0S 6.0W OF SCOTT CITY | Concrete Culvert (3 spans) | NR possible | 1950 | -- | 20.0 | 62.0 | Good | 67.4 | 000000000860020 |
| NBI report | RS 683 (RD 70) | WHITE WOMAN CREEK | 4.0W OF SHALLOW WATER | Concrete Culvert (3 spans) | NR possible | 1953 | -- | 20.0 | 62.0 | Good | 77.1 | 000000000860030 |
| NBI report | K96 HWY | WHITE WOMAN BASIN | 3.75 MI. EAST OF US-83 | Concrete Culvert (3 spans) | -- | 1954 | 1991 | 7.9 | 25.6 | Good | 91.7 | 999909600860071 |
| NBI report | RS 1407 (CHEROKEE) | WHITE WOMAN CREEK | 9.8S OF MODOC | Concrete Culvert (3 spans) | NR possible | 1956 | -- | 20.0 | 62.0 | Good | 52.0 | 000000000860060 |
| NBI report | RS 1407 (CHEROKEE) | DRAW UNNAMED | 7.5S OF MODOC | Concrete Culvert (4 spans) | NR possible | 1956 | -- | 7.9 | 34.1 | Good | 76.3 | 000000000860070 |
| NBI report | RS 1407 (CHEROKEE) | TRIBUTARY TO ROCKY DRAW | 4.0S OF MODOC | Concrete Culvert (4 spans) | NR possible | 1956 | -- | 14.1 | 59.1 | Fair | 64.6 | 000000000860090 |
| NBI report | RS 1407 (CHEROKEE) | ROCKY DRAW | 5.5S OF MODOC | Concrete Culvert (8 spans) | NR possible | 1957 | -- | 9.8 | 86.9 | Good | 67.6 | 000000000860080 |
| NBI report | RS 704 (RD 230) | LADDER CREEK | 8.0N 2.0W OF SCOTT CITY | Concrete Slab (5 spans) | NR possible | 1957 | -- | 44.9 | 210.0 | Fair | 78.7 | 000000000860040 |
| NBI report | MINOR COL. 7 | DRY LAKE DRAW | 12.0S OF GRIGSTON | Concrete Culvert (4 spans) | NR possible | 1958 | -- | 9.8 | 43.0 | Good | 84.3 | 000860453005327 |
| NBI report | K95 HWY | LADDER CREEK | 1.15 MI N OF S JCT US-83 | Concrete Slab (6 spans) | -- | 1965 | -- | 44.9 | 252.6 | Fair | 96.0 | 999909500860041 |
| NBI report | MINOR COL 3(RD 25) | ROCKY DRAW CREEK | 4.6S & 2.5W OF MODOC | Concrete Culvert (5 spans) | NR possible | 1967 | -- | 20.0 | 103.4 | Good | 78.2 | 000860409005181 |
| NBI report | MINOR COL 1(RD 25) | SAND CREEK | 12.0S & 2.5W OF MODOC | Steel Stringer/Multi-beam or girder (3 spans) | NR possible | 1968 | -- | 74.2 | 193.9 | Good | 94.4 | 000860409005324 |
| NBI report | MINOR COL 2(RD 25) | WHITE WOMAN CREEK | 9.5S & 2.5W OF MODOC | Steel Stringer/Multi-beam or girder (3 spans) | NR possible | 1968 | -- | 74.2 | 252.0 | Good | 94.4 | 000860409005269 |
| NBI report | K95 HWY | LADDER CREEK | 3.21 MI N OF S JCT US-83 | Concrete Slab (6 spans) | -- | 1969 | -- | 47.9 | 266.4 | Good | 97.0 | 999909500860051 |
| NBI report | RS 924(BIG VALLEY) | LADDER CREEK | 5.5N 3.5W OF SCOTT CITY | Concrete Culvert (6 spans) | -- | 1976 | -- | 14.1 | 87.9 | Good | 75.1 | 000000000860050 |