| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| NBI report | U-8.3 LOCAL | WOLF CREEK | 2.0S 2.8E OF GRENOLA | Concrete Slab (4 spans) | NR possible | -- | -- | 11.2 | 44.9 | Fair | 48.8 | 000250921406700 |
| NBI report Bridgehunter | RS 1578 | TRIB. TO INDIAN CREEK | 3.7S 5.0W OF FALL RIVER | Masonry Culvert (2 spans) | -- | 1905 | -- | 32.5 | 69.9 | Fair | 76.0 | 000000000250510 |
| NBI report | 11-G.1 LOCAL | ROCK CREEK | 4.0W 2.9N OF HOWARD | Concrete Tee beam | NR possible | 1910 | -- | 26.6 | 27.9 | Poor | 24.0 | 000250927006421 |
| NBI report | 18-C.9 MINOR | TRIB. TO SALT CREEK | 6.1N 2.7E OF HOWARD | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1910 | -- | 12.1 | 39.0 | Poor | 32.0 | 000250941006348 |
| NBI report | 5-O.4 LOCAL | EAST FORK CANEY RIVER | 3.6N OF GRENOLA | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1910 | -- | 19.4 | 38.1 | Fair | 42.4 | 000250915006585 |
| NBI report | 5.5-T.1 LOCAL | TRIB. TO CANEY CREEK | 1.0S 0.5E OF GRENOLA | Concrete Culvert (3 spans) | NR possible | 1910 | -- | 8.5 | 26.9 | Fair | 88.2 | 000250915506682 |
| NBI report | 8-G.7 LOCAL | ELK RIVER | 2.3N 7.0W OF HOWARD | Concrete Slab (3 spans) | NR possible | 1910 | -- | 17.1 | 51.8 | Poor | 28.0 | 000250921006427 |
| NBI report | F-6.7 LOCAL | ELK CREEK | 4.0N 8.3W OF HOWARD | Concrete Slab (4 spans) | NR possible | 1910 | -- | 14.4 | 60.0 | Poor | 32.0 | 000250917606400 |
| NBI report | G-10.9 LOCAL | ROCK CREEK | 4.1W 3.0N OF HOWARD | Concrete Slab (2 spans) | NR possible | 1910 | -- | 14.4 | 28.9 | Poor | 41.0 | 000250925906420 |
| NBI report | G.7-16.4 LOCAL | SNAKE CREEK | 2.3N 0.4E OF HOWARD | Steel Stringer/Multi-beam or girder | NR possible | 1910 | -- | 31.5 | 33.5 | Fair | 37.8 | 000250937406427 |
| NBI report | L-21.5 MINOR | HITCHIN CREEK | 1.5S 5.8E OF HOWARD | Concrete Slab (3 spans) | NR possible | 1910 | -- | 13.1 | 42.0 | Fair | 54.3 | 000250947506520 |
| NBI report | Q-14.4 LOCAL | TRIB N. FORK WILDCAT CRK | 0.8N 1.1E OF MOLINE | Concrete Slab (2 spans) | NR possible | 1910 | -- | 12.1 | 24.9 | Poor | 35.0 | 000250933406620 |
| NBI report | T-13.8 LOCAL | TRIB S. FORK WILDCAT CRK | 2.0S 0.3E OF MOLINE | Concrete Culvert (3 spans) | NR possible | 1910 | -- | 10.5 | 32.5 | Poor | 47.2 | 000250931706680 |
| NBI report | T-14.5 LOCAL | SOUTH FORK WILDCAT CREEK | 2.2S 1.3E OF MOLINE | Concrete Culvert (3 spans) | NR possible | 1910 | -- | 10.5 | 32.5 | Good | 88.2 | 000250933506680 |
| NBI report | T-5.6 LOCAL | TRIB. TO CANEY CREEK | 1.0S 0.1E OF GRENOLA | Concrete Culvert (3 spans) | NR possible | 1910 | -- | 10.5 | 33.1 | Fair | 88.2 | 000250915606680 |
| NBI report | T-8.2 LOCAL | WOLF CREEK | 1.0S 2.7E OF GRENOLA | Concrete Culvert (3 spans) | NR possible | 1910 | -- | 10.5 | 32.2 | Fair | 86.2 | 000250921206680 |
| NBI report | U-11.1 LOCAL | BAKERS BRANCH | 3.2S 2.1W OF MOLINE | Steel Stringer/Multi-beam or girder | NR possible | 1910 | -- | 20.0 | 22.0 | Fair | 65.3 | 000250927106700 |
| NBI report | 22-O LOCAL | HITCHIN CREEK | 1.7N 3.5W OF LONGTON | Concrete Tee beam (2 spans) | NR possible | 1912 | -- | 43.0 | 66.9 | Fair | 48.0 | 000250949106569 |
| NBI report | 9.9-N.2 LOCAL | MOUND BRANCH CREEK | 3.8N 3.0W OF MOLINE | Concrete Slab (2 spans) | NR possible | 1912 | -- | 12.1 | 24.0 | Poor | 31.2 | 000250923806562 |
| NBI report | 19-G.9 LOCAL | GAME CREEK | 2.1N 3.0E OF HOWARD | Concrete Slab (2 spans) | NR possible | 1920 | -- | 11.2 | 23.0 | Fair | 64.7 | 000250943006429 |
| NBI report | 19-H.8 LOCAL | TRIB. TO GAME CREEK | 1.2N 3.0E OF HOWARD | Concrete Slab (2 spans) | NR possible | 1920 | -- | 12.5 | 26.6 | Fair | 70.2 | 000250943006448 |
| NBI report | 31.5-E LOCAL | COON CREEK | 4.0S 3.0E OF FALL RIVER | Steel Stringer/Multi-beam or girder | NR possible | 1920 | -- | 28.9 | 29.9 | Fair | 63.9 | 000250967506380 |
| NBI report | 31.5-E.1 LOCAL | COON CREEK | 4.0S 3.0E OF FALL RIVER | Steel Stringer/Multi-beam or girder | NR possible | 1920 | -- | 28.5 | 29.9 | Fair | 47.6 | 000250967506381 |
| NBI report | G-17.7 LOCAL | TRIB. TO SNAKE CREEK | 3.3N 2.3E OF HOWARD | Concrete Culvert (2 spans) | NR possible | 1920 | -- | 10.5 | 22.6 | Fair | 62.0 | 000250939606420 |
| NBI report | H-18.9 LOCAL | GAME CREEK | 2.3N 3.5E OF HOWARD | Concrete Slab (3 spans) | NR possible | 1920 | -- | 13.1 | 42.0 | Fair | 49.0 | 000250941906440 |
| NBI report | I-18.1 LOCAL | GAME CREEK | 1.0N 2.1E OF HOWARD | Concrete Slab (2 spans) | NR possible | 1920 | -- | 11.5 | 24.0 | Fair | 48.0 | 000250941206460 |
| NBI report | L-20.1 MINOR | WEST HITCHIN CREEK | 1.1S 4.1E OF HOWARD | Concrete Slab (2 spans) | NR possible | 1920 | -- | 16.1 | 33.1 | Fair | 66.2 | 000250945106520 |
| NBI report | RS 805 | TRIB. TO PAW PAW CREEK | 6.5N 2.7W OF HOWARD | Steel Stringer/Multi-beam or girder | NR possible | 1920 | -- | 30.8 | 33.5 | Fair | 84.7 | 000000000250420 |
| NBI report | US160 HWY | BACHELOR CREEK DRAINAGE | 0.82 MI NW MG CO LN | Concrete Slab | -- | 1920 | -- | 20.0 | 22.6 | Fair | 51.8 | 999916000250131 |
| NBI report | V-11 MINOR | BAKERS BRANCH | 5.7E 3.0S GRENOLA | Steel Stringer/Multi-beam or girder | NR possible | 1920 | -- | 21.0 | 22.0 | Fair | 71.5 | 000250927006720 |
| NBI report | RS 89 | ELK RIVER | 6.5N 11.5W OF HOWARD | Concrete Slab (2 spans) | NR possible | 1923 | -- | 21.0 | 45.9 | Fair | 50.0 | 000000000250010 |
| NBI report | RS 89 | ROWE BRANCH | 6.5N 10.5W OF HOWARD | Concrete Slab (3 spans) | NR possible | 1926 | -- | 22.6 | 67.9 | Fair | 82.2 | 000000000250020 |
| NBI report | RS 228 | TRIB. TO ELK RIVER | 0.5N OF ELK FALLS | Concrete Slab (2 spans) | NR possible | 1928 | -- | 18.4 | 39.0 | Good | 62.0 | 000000000250190 |
| NBI report | RS 229 | WEST PAINTERHOOD CREEK | 0.3N 1.9W OF BUSBY | Concrete Culvert (4 spans) | NR possible | 1928 | -- | 29.5 | 36.4 | Fair | 84.4 | 000000000250290 |
| NBI report | 20-I.4 MINOR | WEST HITCHEN CREEK | 0.6N 4.0E OF HOWARD | Concrete Culvert (4 spans) | NR possible | 1930 | -- | 6.6 | 26.9 | Good | 88.2 | 000250945006464 |
| NBI report | 780 | TRIB. TO PAW PAW CREEK | 6.5N 0.2W OF HOWARD | Concrete Slab (2 spans) | NR possible | 1930 | -- | 11.2 | 23.0 | Good | 83.2 | 000000000250440 |
| NBI report | G.7-16.5 LOCAL | TRIB. TO SNAKE CREEK | 2.3N 0.5E OF HOWARD | Concrete Culvert (2 spans) | NR possible | 1930 | -- | 10.5 | 22.0 | Fair | 51.3 | 000250937506427 |
| NBI report | RS 805 | ROCK CREEK | 6.5N 4.5W OF HOWARD | Concrete Slab (2 spans) | NR possible | 1930 | -- | 10.5 | 23.0 | Poor | 61.2 | 000000000250430 |
| NBI report | V-23.7 MINOR | NORTH SALT CREEK | 5.2S 1.8W OF LONGTON | Concrete Tee beam | NR possible | 1930 | -- | 40.0 | 42.0 | Fair | 95.0 | 000250951606720 |
| NBI report | K99 HWY | MOUND BRANCH DRAINAGE | 3.17 MI N EJCT US160 | Concrete Culvert (3 spans) | -- | 1931 | -- | 8.9 | 28.5 | Fair | 78.4 | 999909900250171 |
| NBI report | RS 229 | HUTCHIN CREEK | 0.5N 5.9E OF HOWARD | Concrete Culvert (3 spans) | NR possible | 1932 | -- | 16.1 | 80.1 | Fair | 52.6 | 000000000250270 |
| NBI report | 089 | TRIB. TO ROCK CREEK | 6.0N 6.6W OF HOWARD | Concrete Culvert (4 spans) | NR possible | 1934 | -- | 29.5 | 37.4 | Fair | 87.2 | 000000000250170 |
| NBI report | RS 227 | TRIB. TO ELK RIVER | 2.5N 5.8W OF HOWARD | Concrete Culvert (2 spans) | NR possible | 1934 | -- | 12.5 | 26.9 | Fair | 88.2 | 000000000250160 |
| NBI report | RS 229 | EAST HUTCHIN CREEK | 0.5N 7.4E OF HOWARD | Concrete Slab (2 spans) | NR possible | 1934 | -- | 22.0 | 44.9 | Fair | 71.0 | 000000000250280 |
| NBI report | 12-H.2 MINOR | ROCK CREEK | 1.8N 3.0W OF HOWARD | Concrete Tee beam | NR possible | 1935 | -- | 43.0 | 87.9 | Fair | 81.2 | 000250929006441 |
| NBI report | RS 804 | BULL CREEK | 1.4S 6.5W OF HOWARD | Concrete Slab | NR possible | 1935 | -- | 21.0 | 22.0 | Fair | 82.2 | 000000000250360 |
| NBI report | K99 HWY | ELK RIVER | 6.08 MI N EJCT US160 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1935 | 1986 | 80.1 | 222.5 | Good | 94.7 | 999909900250191 |
| NBI report | R-13.6 LOCAL | TRIB. TO WILDCAT CREEK | 0.2S 0.4E OF MOLINE | Steel Stringer/Multi-beam or girder | NR possible | 1938 | -- | 26.6 | 27.9 | Poor | 36.3 | 000250931706640 |
| NBI report | 22-L.7 LOCAL | LITTLE HITCHEN CREEK | 4.0N 3.5W OF LONGTON | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1939 | -- | 21.0 | 44.9 | Fair | 42.9 | 000250949006527 |
| NBI report | 5-Q.8 LOCAL | TRIB. TO CANEY CREEK | 1.2N OF GRENOLA | Concrete Culvert (2 spans) | NR possible | 1940 | -- | 12.5 | 28.5 | Fair | 87.2 | 000250915006627 |
| NBI report | RS 1578 | INDIAN CREEK | 3.9S 5.0W OF FALL RIVER | Concrete Culvert (3 spans) | NR possible | 1940 | -- | 10.5 | 32.5 | Fair | 88.2 | 000000000250520 |
| NBI report | RS 228 | TRIB. TO ELK RIVER | 1.7N 0.5W OF ELK FALLS | Steel Stringer/Multi-beam or girder | NR possible | 1940 | -- | 24.9 | 25.9 | Fair | 95.0 | 000000000250200 |
| NBI report | RS 229 | WEST HUTCHIN CREEK | 0.5N 4.1E OF HOWARD | Concrete Culvert (3 spans) | NR possible | 1940 | -- | 8.5 | 27.9 | Fair | 87.2 | 000000000250260 |
| NBI report | U-25.3 MINOR | TRIB. TO PAN CREEK | 4.3S 0.2W OF LONGTON | Concrete Slab (2 spans) | NR possible | 1940 | -- | 9.8 | 22.0 | Fair | 47.2 | 000250955306700 |
| NBI report | 29.2-S.8 MINOR | TRIB. TO ELK RIVER | 3.1S 3.7E OF LONGTON | Concrete Slab (2 spans) | NR possible | 1941 | -- | 17.4 | 36.1 | Fair | 85.2 | 000250963306668 |
| NBI report | RS 229 | GAME CREEK | 0.5N 2.5E OF HOWARD | Steel Stringer/Multi-beam or girder | NR possible | 1941 | -- | 51.8 | 51.8 | Fair | 59.3 | 000000000250250 |
| NBI report | RS 229 | EAST PAINTERHOOD CREEK | 0.8S 2.0E OF BUSBY | Concrete Tee beam (2 spans) | NR possible | 1941 | -- | 26.6 | 56.1 | Fair | 70.2 | 000000000250320 |
| NBI report | 29.3-S.5 MINOR | BLOODY RUN | 0.5S OF OAK VALLEY | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1946 | -- | 35.4 | 71.5 | Fair | 87.7 | 000250963306665 |
| NBI report | E.5-16.7 MINOR | TRIB. TO SNAKE CREEK | 4.5N 0.7E OF HOWARD | Concrete Culvert | -- | 1948 | -- | 24.0 | 25.9 | Fair | 88.2 | 000250937706385 |
| NBI report | US160 HWY | BACHELOR CREEK | 0.19 MI W MONTGOMERY COLN | Concrete Culvert (2 spans) | -- | 1948 | 1966 | 20.0 | 41.0 | Good | 96.9 | 999916000250141 |
| NBI report | 27-S LOCAL | BLOODY RUN | 2.4S 1.5E OF LONGTON | Concrete Slab (4 spans) | -- | 1949 | -- | 8.5 | 32.2 | Fair | 77.2 | 000250959006661 |
| NBI report | RS 95 | CANEY RIVER | 1.0S 0.4W OF GRENOLA | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1949 | -- | 85.0 | 303.2 | Fair | 72.2 | 000000000250030 |
| NBI report | G-11.9 LOCAL | TRIB. TO ROCK CREEK | 3.0N 3.2W OF HOWARD | Concrete Culvert (2 spans) | -- | 1950 | -- | 13.5 | 27.6 | Poor | 61.2 | 000250927906420 |
| NBI report | RS 1578 | TRIB. TO SALT CREEK | 9.0N 2.5E OF HOWARD | Concrete Slab (2 spans) | -- | 1952 | -- | 12.1 | 24.6 | Fair | 82.2 | 000000000250480 |
| NBI report | RS 1578 | TRIB. TO PLUM CREEK | 8.5N 3.6E OF HOWARD | Concrete Culvert (2 spans) | -- | 1952 | -- | 10.5 | 22.6 | Good | 87.2 | 000000000250500 |
| NBI report | RS 1578 | TRIB. TO SALT CREEK | 8.5N 2.6E OF HOWARD | Concrete Culvert (4 spans) | -- | 1953 | -- | 9.8 | 40.4 | Fair | 87.2 | 000000000250490 |
| NBI report | Q.5-27.7 LOCAL | TRIB. TO ELK RIVER | 0.8S 2.2E OF LONGTON | Concrete Culvert (2 spans) | -- | 1954 | -- | 11.2 | 23.0 | Good | 88.2 | 000250959606625 |
| NBI report | RS 805 | TRIB. TO PAW PAW CREEK | 3.5N 1.5W OF HOWARD | Concrete Slab (3 spans) | -- | 1954 | -- | 11.5 | 37.4 | Fair | 72.2 | 000000000250390 |
| NBI report | RS 229 | TRIB MID PAINTERHOOD CRK | 0.5W OF BUSBY | Concrete Culvert (3 spans) | -- | 1955 | -- | 12.5 | 38.1 | Good | 82.3 | 000000000250300 |
| NBI report | RS 229 | MIDDLE PAINTERHOOD CREEK | 0.2W OF BUSBY | Concrete Slab (3 spans) | -- | 1955 | -- | 35.1 | 94.2 | Good | 89.5 | 000000000250310 |
| NBI report | RS 804 | TRIB. TO BULL CREEK | 0.2S 6.5W OF HOWARD | Concrete Slab (2 spans) | -- | 1955 | -- | 15.4 | 31.5 | Fair | 88.2 | 000000000250370 |
| NBI report | RS 1624 | ELK RIVER | 1.0S 3.7E OF ELK FALLS | Concrete Tee beam (3 spans) | -- | 1956 | -- | 97.1 | 237.5 | Fair | 91.7 | 000000000250550 |
| NBI report | RS 98 | TRIB. TO ELK RIVER | 1.5S 0.5W OF LONGTON | Concrete Culvert (2 spans) | -- | 1956 | -- | 10.5 | 22.0 | Fair | 77.2 | 000000000250060 |
| NBI report | US160 HWY | ELK RIVER | 5.86 MI E EJCT K99 | Concrete Tee beam (4 spans) | -- | 1956 | -- | 90.9 | 314.6 | Good | 75.7 | 999916000250081 |
| NBI report | US160 HWY | ELK RIVER DRAINAGE | 6.25 MI E EJCT K99 | Concrete Slab (4 spans) | -- | 1956 | -- | 44.9 | 164.4 | Fair | 80.0 | 999916000250091 |
| NBI report | RS 804 | ELK RIVER | 0.5N 4.5W OF HOWARD | Concrete Tee beam (3 spans) | -- | 1958 | -- | 98.1 | 241.2 | Good | 91.7 | 000000000250380 |
| NBI report | T-17.7 LOCAL | CLEAR CREEK | 3.0S 1.6W OF ELK FALLS | Concrete Culvert (2 spans) | -- | 1958 | -- | 9.8 | 22.0 | Fair | 88.2 | 000250939706680 |
| NBI report | RS 95 | CORUM CREEK | 0.4S OF GRENOLA | Concrete Tee beam (3 spans) | -- | 1959 | -- | 49.9 | 132.9 | Fair | 66.3 | 000000000250040 |
| NBI report | RS 1782 | NORTH FORK WILDCAT CREEK | 0.7N 0.3W OF MOLINE | Concrete Tee beam (3 spans) | -- | 1961 | -- | 45.9 | 121.1 | Fair | 82.4 | 000000000250560 |
| NBI report | RS 1782 | MOUND BRANCH | 4.1N 0.2W OF MOLINE | Concrete Tee beam (3 spans) | -- | 1961 | -- | 43.0 | 107.0 | Good | 53.1 | 000000000250570 |
| NBI report | Q-4.7 LOCAL | EAST FORK CANEY RIVER | 2.0N 0.8W OF GRENOLA | Steel Stringer/Multi-beam or girder | -- | 1962 | -- | 36.4 | 37.4 | Fair | 76.8 | 000250913606620 |
| NBI report | RS 228 | ELK RIVER | 3.0N 0.8W OF ELK FALLS | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1962 | -- | 85.0 | 309.1 | Good | 81.9 | 000000000250210 |
| NBI report | RS 804 | WOLF CREEK | 3.0S 2.7E OF GRENOLA | Concrete Tee beam (3 spans) | -- | 1962 | -- | 40.0 | 104.7 | Fair | 84.5 | 000000000250350 |
| NBI report | S-5.6 LOCAL | CORUM CREEK | 0.1E OF GRENOLA | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1962 | -- | 24.0 | 50.9 | Fair | 90.0 | 000250915606660 |
| NBI report | RS 805 | PAW PAW CREEK | 6.5N 1.6W OF HOWARD | Concrete Tee beam (3 spans) | -- | 1963 | -- | 40.0 | 105.0 | Good | 84.5 | 000000000250410 |
| NBI report | RS 98 | PAINTERHOOD CREEK | 3.0N 1.2E OF LONGTON | Concrete Tee beam (3 spans) | -- | 1963 | -- | 48.9 | 126.0 | Fair | 68.9 | 000000000250100 |
| NBI report | 12-H.1 MINOR | TRIB. TO ROCK CREEK | 1.9N 3.0W OF HOWARD | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1964 | -- | 17.4 | 35.4 | Fair | 68.4 | 000250929006440 |
| NBI report | 25.8-L LOCAL | WEST PAINTERHOOD CREEK | 1.0S 9.8E OF HOWARD | Steel Stringer/Multi-beam or girder | -- | 1964 | -- | 41.0 | 42.0 | Fair | 46.3 | 000250955706520 |
| NBI report | 18.3-S.2 LOCAL | CLEAR CREEK | 2.2S 0.7W OF ELK FALLS | Steel Stringer/Multi-beam or girder | -- | 1965 | -- | 36.4 | 37.4 | Fair | 58.3 | 000250941306662 |
| NBI report | F-14.4 LOCAL | PAW PAW CREEK | 4.3N 0.9W OF HOWARD | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 49.9 | 132.9 | Fair | 75.8 | 000250933406400 |
| NBI report | RS 228 | PAW PAW CREEK | 0.4S 1.0E OF HOWARD | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 65.9 | 170.0 | Fair | 60.4 | 000000000250230 |
| NBI report | I-16.2 LOCAL | SNAKE CREEK | 1.0N 0.3E OF HOWARD | Steel Stringer/Multi-beam or girder | -- | 1966 | -- | 39.4 | 42.7 | Fair | 46.8 | 000250937306460 |
| NBI report | Q-7.3 LOCAL | CORUM CREEK | 2.0N 1.8E OF GRENOLA | Steel Stringer/Multi-beam or girder | -- | 1968 | -- | 28.9 | 29.9 | Fair | 44.3 | 000250919406620 |
| NBI report | RS 228 | WILDCAT CREEK | 0.8S OF ELK FALLS | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1968 | -- | 74.5 | 199.2 | Fair | 76.0 | 000000000250180 |
| NBI report | RS 98 | ELK RIVER | 1.1S OF LONGTON | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1968 | -- | 86.9 | 316.0 | Good | 81.3 | 000000000250070 |
| NBI report | RS 98 | TRIB. TO ELK RIVER | 0.5S OF LONGTON | Concrete Culvert (2 spans) | -- | 1968 | -- | 10.5 | 22.0 | Poor | 69.9 | 000000000250080 |
| NBI report | 13.5-R.1 LOCAL | TRIB. TO WILDCAT CREEK | 0.1S MOLINE | Steel Stringer/Multi-beam or girder | -- | 1970 | -- | 26.9 | 27.9 | Poor | 35.0 | 000250931506642 |
| NBI report | 31-B.6 LOCAL | INDIAN CREEK | 1.6S 3.0E OF FALL RIVER | Prestressed Tee beam (3 spans) | -- | 1970 | -- | 59.1 | 145.0 | Fair | 86.2 | 000250967006326 |
| NBI report | 7-E.3 MINOR | TRIB. TO ELK RIVER | 4.7N 8.0W OF HOWARD | Prestressed Tee beam | -- | 1970 | -- | 38.1 | 40.0 | Fair | 86.2 | 000250919006384 |
| NBI report | J-8.3 MINOR | CLEAR CREEK | 6.7W OF HOWARD | Prestressed Tee beam (2 spans) | -- | 1970 | -- | 29.9 | 60.0 | Fair | 81.2 | 000250921306480 |
| NBI report | P-4.4 LOCAL | EAST FORK CANEY RIVER | 2.5N 0.5W OF GRENOLA | Prestressed Tee beam | -- | 1970 | -- | 39.0 | 40.0 | Fair | 80.2 | 000250913506600 |
| NBI report | Q-13.3 LOCAL | NORTH FORK WILDCAT CREEK | 0.5N OF MOLINE | Prestressed Tee beam | -- | 1970 | -- | 38.1 | 41.0 | Fair | 71.2 | 000250931306620 |
| NBI report | RS 1624 | CLEAR CREEK | 1.0S 2.6E OF ELK FALLS | Concrete Tee beam (3 spans) | -- | 1970 | -- | 64.0 | 165.0 | Good | 85.5 | 000000000250530 |
| NBI report | US160 HWY | WILDCAT CREEK DRAINAGE | 0.7 MI E EJCT K99 | Steel Culvert (4 spans) | -- | 1971 | -- | 7.9 | 38.1 | Good | 95.1 | 999916000250211 |
| NBI report | RS 805 | PAW PAW CREEK | 4.7N 1.5W OF HOWARD | Concrete Tee beam (2 spans) | -- | 1974 | -- | 60.0 | 101.1 | Fair | 84.2 | 000000000250400 |
| NBI report | 21-D.7 MINOR | INDIAN CREEK | 5.3N 5.0E OF HOWARD | Concrete Slab (3 spans) | -- | 1977 | -- | 47.9 | 122.1 | Good | 94.9 | 000250947006366 |
| NBI report | 23.5-O.7 LOCAL | HITCHIN CREEK | 1.0N 2.0W OF LONGTON | Concrete Slab (3 spans) | -- | 1977 | -- | 51.8 | 131.9 | Good | 90.8 | 000250951506586 |
| NBI report | 4.7-O.9 LOCAL | EAST FORK CANEY RIVER | 3.1N 0.3W OF GRENOLA | Concrete Slab (3 spans) | -- | 1977 | -- | 36.1 | 92.9 | Fair | 86.7 | 000250913706589 |
| NBI report | 4.9-O.6 LOCAL | EAST FORK CANEY RIVER | 3.4N 0.1W OF GRENOLA | Concrete Slab (3 spans) | -- | 1977 | -- | 36.1 | 92.9 | Fair | 92.7 | 000250913906587 |
| NBI report | D.8-5 LOCAL | ELK RIVER | 5.2N 10.0W OF HOWARD | Prestressed Tee beam | -- | 1977 | -- | 63.7 | 65.0 | Fair | 90.0 | 000250915006368 |
| NBI report | G.2-7.5 LOCAL | ELK RIVER | 2.8N 7.5W OF HOWARD | Concrete Slab (4 spans) | -- | 1977 | -- | 47.9 | 170.9 | Good | 95.8 | 000250919506423 |
| NBI report | M.5-26.9 LOCAL | PAINTERHOOD CREEK | 3.3N 1.3E OF LONGTON | Concrete Slab (3 spans) | -- | 1977 | -- | 47.9 | 123.0 | Fair | 97.0 | 000250957806545 |
| NBI report | N.7-27.1 MINOR | PAINTERHOOD CREEK | 1.2N 1.3E OF LONGTON | Concrete Slab (3 spans) | -- | 1977 | -- | 56.1 | 143.1 | Good | 96.6 | 000250959106567 |
| NBI report | Q.8-15.3 LOCAL | WILDCAT CREEK | 2.1E OF MOLINE | Concrete Slab (3 spans) | -- | 1977 | -- | 56.1 | 142.4 | Fair | 87.5 | 000250935306628 |
| NBI report | RS 98 | PAN CREEK | 3.6S 1.0W OF LONGTON | Concrete Culvert (3 spans) | -- | 1977 | -- | 12.1 | 37.4 | Good | 90.2 | 000000000250050 |
| NBI report | 15-H.5 LOCAL | PAW PAW CREEK | 1.5N OF HOWARD | Concrete Slab (3 spans) | -- | 1978 | -- | 36.1 | 92.9 | Fair | 97.7 | 000250935006445 |
| NBI report | K-11.8 LOCAL | ELK RIVER | 0.3S 3.2W OF HOWARD | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1978 | -- | 85.0 | 225.1 | Fair | 92.0 | 000250927806500 |
| NBI report | O.5-3.7 LOCAL | CANEY RIVER | 3.5N 1.8W OF GRENOLA | Concrete Slab (3 spans) | -- | 1978 | -- | 44.0 | 111.9 | Good | 83.4 | 000250911606584 |
| NBI report | RS 1578 | SALT CREEK | 9.0N 2.5E OF HOWARD | Concrete Slab (3 spans) | -- | 1978 | -- | 56.1 | 142.4 | Good | 92.6 | 000000000250470 |
| NBI report | 22.5-J.9 MINOR | EAST HITCHEN CREEK | 0.9S 6.5E OF HOWARD | Concrete Slab (3 spans) | -- | 1979 | -- | 31.5 | 82.4 | Good | 92.7 | 000250949506489 |
| NBI report | RS 679 | INDIAN CREEK | 4.0S 2.7W OF FALL RIVER | Concrete Slab (4 spans) | -- | 1979 | -- | 51.8 | 171.9 | Fair | 93.0 | 000000000250330 |
| NBI report | RS 807 | ELK RIVER | 0.2W OF OAK VALLEY | Concrete Slab (6 spans) | -- | 1979 | -- | 48.9 | 268.4 | Good | 96.5 | 000000000250450 |
| NBI report | K-9.4 LOCAL | BULL CREEK | 5.6W OF S. EDGE OF HOWARD | Concrete Culvert (3 spans) | -- | 1980 | -- | 9.8 | 33.1 | Good | 82.6 | 000250923406500 |
| NBI report | RS 1624 | CLEAR CREEK | 1.5S 1.0E OF ELK FALLS | Steel Culvert (3 spans) | -- | 1980 | -- | 12.1 | 44.0 | Fair | 98.0 | 000000000250540 |
| NBI report | US160,K99 HWY | N FORK WILDCAT CREEK | 0.47 MI E-W JCT K99 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1980 | -- | 76.1 | 229.7 | Good | 96.7 | 999916000250231 |
| NBI report | RS 1541 | INDIAN CREEK | 4.0S 0.7W OF FALL RIVER | Concrete Slab (4 spans) | -- | 1981 | -- | 47.9 | 170.9 | Good | 96.5 | 000000000250460 |
| NBI report | RS 1782 | ROCK CREEK | 0.5S 0.7W OF HOWARD | Concrete Slab (4 spans) | -- | 1982 | -- | 47.9 | 170.9 | Fair | 92.3 | 000000000250590 |
| NBI report | 27.1-Q LOCAL | ELK RIVER | 0.3S 1.6E OF LONGTON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1985 | -- | 96.1 | 250.0 | Good | 100.0 | 000250959106620 |
| NBI report | RS 1782 | ELK RIVER | 1.4S 1.5W OF HOWARD | Concrete Slab (4 spans) | -- | 1988 | -- | 56.1 | 199.2 | Good | 95.0 | 000000000250580 |
| NBI report | US 160 HWY | HICKORY CREEK | 3.74 MI NW MG CO LN | Concrete Slab (3 spans) | -- | 1989 | -- | 64.0 | 162.4 | Good | 91.2 | 999916000250271 |
| NBI report | RS 98 | MIDDLE PAINTERHOOD CREEK | 1.3S 0.1W OF BUSBY | Concrete Slab (3 spans) | -- | 1990 | -- | 60.0 | 153.9 | Good | 100.0 | 000000000250110 |
| NBI report | US 160 HWY | PAINTERHOOD CREEK | 13.86 MI E EJCT K99 | Concrete Slab (3 spans) | -- | 1990 | -- | 64.0 | 162.4 | Good | 99.0 | 999916000250251 |
| NBI report | 7-F.7 MINOR | ELK RIVER | 3.3N 8.0W OF HOWARD | Concrete Slab (3 spans) | -- | 1991 | -- | 44.0 | 112.9 | Good | 95.0 | 000250919006406 |
| NBI report | 31.5-E.9 LOCAL | COON CREEK | 5.0S 3.0E OF FALL RIVER | Concrete Culvert (2 spans) | -- | 1993 | -- | 19.0 | 39.0 | Good | 99.0 | 000250967506389 |
| NBI report Bridgehunter | RS 228 | GAME CREEK | 1.0S 1.9E OF HOWARD | Concrete Slab (3 spans) | -- | 1993 | -- | 64.0 | 163.1 | Good | 99.0 | 000000000250220 |
| NBI report | US-160 HWY | WILDCAT CREEK | 11.59 MI E COWLEY COLN | Concrete Slab (3 spans) | -- | 1993 | -- | 47.9 | 122.4 | Good | 99.9 | 999916000250261 |
| NBI report | US-160 HWY | WILDCAT CREEK DRAINAGE | 12.82 MI E COWLEY COLN | Concrete Slab (3 spans) | -- | 1993 | -- | 47.9 | 122.4 | Good | 97.9 | 999916000250281 |
| NBI report | RS 98 | TRIB MIDDLE PAINTERHOOD | 2.2N OF BUSBY | Concrete Culvert | -- | 1997 | -- | 28.5 | 29.5 | Good | 98.7 | 000000000250130 |
| NBI report | RS 98 | TRIB LITTLE INDIAN CREEK | 5.0S 0.2W OF FALL RIVER | Concrete Culvert | -- | 1998 | -- | 28.9 | 29.9 | Good | 100.0 | 000000000250140 |
| NBI report | US-160 HIGHWAY | WILDCAT CREEK DRAINAGE | 11.29 MI E COWLEY COLN | Concrete Culvert (3 spans) | -- | 1999 | -- | 12.1 | 43.3 | Good | 98.9 | 999916000250291 |
| NBI report Bridgehunter | RS 229 | SNAKE CREEK | 0.5N 0.8E OF HOWARD | Concrete Slab (3 spans) | -- | 2000 | -- | 33.1 | 85.0 | Good | 95.0 | 000000000250240 |
| NBI report | US-160 HIGHWAY | CORUM CREEK | 5.43 MI E COWLEY COLN | Concrete Culvert (3 spans) | -- | 2003 | -- | 10.2 | 31.5 | Good | 100.0 | 999916000250301 |
| NBI report Bridgehunter | RS 227 | ROCK CREEK | 0.9W OF HOWARD | Concrete Slab (3 spans) | NR possible | 2004 | -- | 52.5 | 133.9 | Good | 95.0 | 000000000250150 |
| NBI report | RS 679 | TRIB TO INDIAN CREEK | 2.4 S OF FALL RIVER | Concrete Culvert | -- | 2004 | -- | 24.0 | 24.9 | Good | 98.9 | 000000000250335 |
| NBI report | RS 679 | TRIB. TO INDIAN CREEK | 2.1S OF FALL RIVER | Concrete Culvert (2 spans) | -- | 2004 | -- | 12.5 | 25.9 | Good | 99.9 | 000000000250340 |
| NBI report | US-160 HWY | CANEY RIVER DRAINAGE | 7.71 MI E OF COWLEY CO. | Concrete Culvert (2 spans) | -- | 2004 | -- | 10.2 | 21.7 | Good | 99.0 | 999916000250391 |
| NBI report | US-160 HWY | WILDCAT CREEK DRAINAGE | 9.41 MI E OF COWLEY CO | Concrete Culvert (3 spans) | -- | 2004 | -- | 12.1 | 39.7 | Good | 98.9 | 999916000250401 |
| NBI report | K99 HWY | MOUND BRANCH CREEK | 3.78 MI N EJCT US160 | Concrete Slab (3 spans) | -- | 2005 | -- | 59.1 | 150.3 | Good | 99.7 | 999909900250351 |
| NBI report | K99 HWY | PAW PAW CREEK | 7.43 MI N EJCT US160/K99 | Concrete Slab (3 spans) | -- | 2005 | -- | 65.6 | 166.7 | Good | 99.8 | 999909900250361 |
| NBI report | US-160 HWY | CANEY RIVER DRAINAGE | 3.56 MI E COWLEY COLN | Concrete Slab (3 spans) | -- | 2005 | -- | 39.4 | 101.1 | Good | 100.0 | 999916000250321 |
| NBI report | US-160 HWY | STREAM CREEK | 2.8 MI E OF EJCT U160/K99 | Prestressed Stringer/Multi-beam or girder | -- | 2005 | -- | 68.9 | 72.2 | Good | 99.0 | 999916000250371 |
| NBI report | US-160 HWY | HITCHEN CREEK | 12.64 MI E EJCT K99 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2005 | -- | 91.9 | 246.1 | Good | 99.0 | 999916000250381 |
| NBI report | US160 HWY | BIG CANEY RIVER | 3.25 MI E COWLEY COLN | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2005 | -- | 108.3 | 276.6 | Good | 99.0 | 999916000250311 |
| NBI report | RS 98 | MIDDLE PAINTERHOOD CREEK | 1.1N OF BUSBY | Concrete Culvert (3 spans) | -- | 2007 | -- | 12.1 | 39.0 | Good | 100.0 | 000000000250120 |
| NBI report | K99 HWY | S FK WILDCAT CREEK | 2.10 MI N CHAUTAQUA COLN | Concrete Culvert (4 spans) | -- | 2014 | -- | 10.2 | 42.0 | Good | 99.0 | 999909900250411 |
| NBI report | Quail Rd | Paw Paw Creek | 5.0N 0.8W OF HOWARD | Steel Culvert (3 spans) | -- | 2014 | -- | 6.6 | 22.0 | Good | 95.0 | 000250933106380 |