| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| NBI report Bridgehunter | LOCAL 21.0-J.8 | WOLVERINE CREEK | 2.8S OF HAMMOND | Steel Truss - Thru | Closed ~ NR possible | -- | -- | 49.9 | 51.8 | -- | 16.8 | 000061107005888 |
| NBI report Bridgehunter | Local 2.0-B.1 | LITTLE OSAGE RIVER | 3.0W 2.0N OF XENIA | Metal Truss - Thru | Closed ~ NR possible | -- | -- | 170.9 | 172.9 | Poor | 16.9 | 000061069005721 |
| NBI report | Local 23.0-X.7 | WEST FORK DRY WOOD CREEK | 2.5W 2.7S OF GARLAND | Concrete Slab (4 spans) | NR possible | -- | -- | 9.8 | 44.0 | Poor | 42.8 | 000061111006167 |
| NBI report Bridgehunter | Local 24.1-B.0 | TRIB. TO INDIAN CREEK | 4.2E 0.5N OF FULTON | Steel Truss - Thru | Closed ~ NR eligible | -- | -- | 89.9 | 91.9 | Poor | 16.8 | 000061113105720 |
| NBI report Bridgehunter | Local 14.0-A.7 | LOST CREEK | 3.0E 0.3N OF MAPLETON | Steel Truss - Thru | Closed ~ NR possible | 1888 | -- | 89.9 | 91.9 | -- | 16.7 | 000061093005707 |
| NBI report Bridgehunter | LOCAL 25.0-D.0 | LITTLE OSAGE RIVER | 5.0E 1.0S OF FULTON | Steel Truss - Thru | Closed ~ NR listed | 1902 | -- | 174.9 | 175.9 | Poor | 16.3 | 000061115005760 |
| NBI report | LOCAL 10.1-T.0 | TRIB. TO MARMATON RIVER | 5.0S 1.4W OF REDFIELD | Concrete Slab (2 spans) | NR possible | 1910 | -- | 19.0 | 40.0 | Poor | 18.9 | 000061085106080 |
| NBI report Bridgehunter | Local 16.4-A.5 | ELK CREEK | 1.5N 3.7W OF FULTON | Concrete Stringer/Multi-beam or girder | NR possible | 1913 | -- | 40.0 | 44.0 | Fair | 61.2 | 000061097405705 |
| NBI report | 45TH ST. RS 1191 | MARMATON RIVER | 2.6S 2.5W OF UNIONTOWN | Concrete Arch - Deck (12 spans) | NR possible | 1920 | -- | 2.0 | 33.1 | Poor | 47.4 | 000000000060309 |
| NBI report | K31 HWY | LOST CREEK | 1.36 MI E EJCT K7 | Concrete Culvert (2 spans) | -- | 1920 | -- | 9.8 | 21.0 | Fair | 81.0 | 999903100060371 |
| NBI report | LOCAL 10.1-U.0 | BUNION CREEK | 6.0S 1.4W OF REDFIELD | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1920 | -- | 21.0 | 44.9 | Fair | 42.8 | 000061085106100 |
| NBI report | Local 11.2-Y-0 | PAWNEE CREEK | 2.2S 0.8W OF HIATTVILLE | Concrete Slab (2 spans) | NR possible | 1920 | -- | 18.0 | 40.0 | Poor | 16.9 | 000061087206180 |
| NBI report | Local 11.6-O.0 | ROBINSON BRANCH | 0.1S 1.0E OF REDFIELD | Concrete Culvert (3 spans) | NR possible | 1920 | -- | 8.9 | 28.9 | Fair | 88.2 | 000061087605980 |
| NBI report Bridgehunter | Local 12.6-X.0 | PAWNEE CREEK | 1.2S 0.6E OF HIATTVILLE | Concrete Slab (2 spans) | NR possible | 1920 | -- | 32.2 | 66.9 | Poor | 30.8 | 000061089606160 |
| NBI report | LOCAL 13.9-O.0 | TRIB. TO MARMATON RIVER | AT MARMATON | Concrete Slab (2 spans) | NR possible | 1920 | -- | 19.0 | 42.0 | Fair | 75.2 | 000061091905980 |
| NBI report | Local 19.3-T.0 | TRIB. TO ROCK CREEK | 1.5W 5.5S OF FORT SCOTT | Steel Stringer/Multi-beam or girder | NR possible | 1920 | -- | 23.0 | 24.9 | Poor | 19.4 | 000061103306080 |
| NBI report | Local 7.0-L.0 | TRIB. TO OPOSSUM HOLLOW | 2.0N 1.5E OF UNIONTOWN | Steel Stringer/Multi-beam or girder | NR possible | 1920 | -- | 20.0 | 22.0 | Poor | 40.0 | 000061079005920 |
| NBI report | Local 7.0-M.0 | TRIB. TO MARMATON RIVER | 1.3N 2.0E OF UNIONTOWN | Steel Stringer/Multi-beam or girder | NR possible | 1920 | -- | 20.0 | 22.0 | Fair | 65.2 | 000061079005940 |
| NBI report | MINOR 15.0-U.2 | TRIB. TO PAWNEE CREEK | 1.0W 2.8N OF PAWNEE STA. | Concrete Slab (2 spans) | NR possible | 1920 | -- | 17.1 | 35.1 | Poor | 16.9 | 000061095006102 |
| NBI report | OSAGE RD. 21.2-L.0 | TRIB. TO WOLVERINE CREEK | 2.5N 0.6E OF FORT SCOTT | Concrete Slab | NR possible | 1920 | -- | 20.0 | 22.0 | Poor | 19.0 | 000061107205920 |
| NBI report | Local 17.6-G.0 | FISH CREEK | 1.0N 3.4W OF HAMMOND | Steel Stringer/Multi-beam or girder | NR possible | 1920 | 1979 | 20.0 | 22.0 | Fair | 65.3 | 000061099605820 |
| NBI report | Minor 18.0-Y.0 | RICHLAND CREEK | 0.8S 1.8E OF PAWNEE STA. | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1920 | 1992 | 28.9 | 57.1 | Fair | 68.0 | 000061101006180 |
| NBI report | 45TH ST. RS 1191 | TRIB. TO MARMATON RIVER | 2.0S 2.5W OF UNIONTOWN | Concrete Culvert (2 spans) | NR possible | 1923 | -- | 9.8 | 21.0 | Poor | 45.2 | 000000000060310 |
| NBI report Bridgehunter | MAPLE RD. RS 705 | TENNYSON CREEK | 0.3N 1.8W OF UNIONTOWN | Concrete Stringer/Multi-beam or girder (2 spans) | NR possible | 1923 | -- | 37.1 | 77.1 | Fair | 72.7 | 000000000060285 |
| NBI report | RS 705 | SCHUBERT CREEK | 2.4S 1.4E OF BRONSON | Concrete Stringer/Multi-beam or girder | NR possible | 1923 | -- | 29.9 | 33.1 | Poor | 48.8 | 000000000060280 |
| NBI report | INDIAN RD. RS 50 | TRIB. TO ROCK CREEK | 6.1N 2.3E OF PAWNEE STA. | Concrete Tee beam | NR possible | 1924 | -- | 35.1 | 38.1 | Fair | 69.0 | 000000000060080 |
| NBI report | Minor 9.5-N.0 | WALNUT CREEK | 4.0E OF UNIONTOWN | Concrete Stringer/Multi-beam or girder (2 spans) | NR possible | 1924 | -- | 37.1 | 76.1 | Fair | 75.2 | 000061083505960 |
| NBI report Bridgehunter | 250TH ST. RS 55 | WEST FORK DRY WOOD CREEK | 1.5W 2.5S OF GARLAND | Steel Truss - Thru | NR possible | 1925 | -- | 149.9 | 152.9 | Poor | 33.4 | 000000000060170 |
| NBI report Bridgehunter | 250TH ST. RS 55 | BUCK RUN CREEK | 1.5W 0.9S OF GARLAND | Concrete Arch - Thru | NR possible | 1925 | -- | 85.0 | 91.9 | Poor | 22.8 | 000000000060180 |
| NBI report | INDIAN RD RS 50 | TRIB. MARMATON RIVER | 6.0N OF PAWNEE STATION | Concrete Tee beam | NR possible | 1925 | -- | 35.1 | 38.1 | Good | 71.2 | 000000000060060 |
| NBI report | INDIAN RD. RS 50 | ROCK CREEK | 6.0N 2.2E OF PAWNEE STA. | Concrete Tee beam | NR possible | 1925 | -- | 44.9 | 47.9 | Fair | 69.1 | 000000000060070 |
| NBI report | Local 11.6-C.0 | TRIB. LITTLE OSAGE RIVER | 0.6E OF MAPLETON | Concrete Culvert (2 spans) | NR possible | 1925 | -- | 9.8 | 21.0 | Poor | 39.0 | 000061087605740 |
| NBI report | Local 21.3-E.0 | TRIB. LITTLE OSAGE RIVER | 2.0S 1.3E OF FULTON | Steel Stringer/Multi-beam or girder | NR possible | 1925 | -- | 35.1 | 39.0 | Fair | 96.0 | 000061107305780 |
| NBI report | LOCAL 5.0-S.9 | TRIB. TO HINTON CREEK | 5.9S 1.0W OF UNIONTOWN | Concrete Slab (2 spans) | -- | 1926 | -- | 18.0 | 62.0 | Poor | 16.9 | 000061075006069 |
| NBI report Bridgehunter | 215TH ST. RS 2130 | LITTLE OSAGE RIVER | 0.8N OF FULTON | Concrete Arch - Thru | NR possible | 1927 | -- | 109.9 | 152.9 | Poor | 27.3 | 000000000060519 |
| NBI report | POPLAR RD. RS 1196 | WOLVERINE CREEK | 3.0S OF HAMMOND | Steel Stringer/Multi-beam or girder | NR possible | 1928 | -- | 39.0 | 42.0 | Fair | 58.7 | 000000000060390 |
| NBI report Bridgehunter | 245TH ST. RS 55 | MOORES BRANCH CREEK | 2.5E 3.9S OF FORT SCOTT | Concrete Tee beam (3 spans) | NR possible | 1929 | -- | 37.1 | 94.2 | Fair | 59.2 | 000000000060190 |
| NBI report | 245TH ST. RS 55 | TRIB. MOORES BRA. CREEK | 2.5E 3.5S OF FORT SCOTT | Concrete Tee beam | NR possible | 1929 | -- | 37.1 | 38.1 | Fair | 59.2 | 000000000060200 |
| NBI report Bridgehunter | RS 50 | PAWNEE CREEK | 3.8N 2.4E OF HIATTVILLE | Concrete Arch - Thru | NR possible | 1929 | -- | 120.1 | 122.1 | Fair | 66.1 | 000000000060050 |
| NBI report | HACKBERRY RD. | ELM CREEK | 3.8N 2.1E OF HIATTVILLE | Concrete Tee beam (3 spans) | NR possible | 1930 | -- | 24.9 | 83.0 | Fair | 60.1 | 000000000060040 |
| NBI report | LOCAL 15.5-J.0 | TRIB. TO MILL CREEK | 1.0S 1.5E OF DEVON | Steel Stringer/Multi-beam or girder | NR possible | 1930 | -- | 20.0 | 22.0 | Fair | 46.0 | 000061095505880 |
| NBI report | Local 11.3-D.2 | TRIB. LITTLE OSAGE RIVER | 0.2E 1.2S OF MAPLETON | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1930 | -- | 20.0 | 44.0 | Poor | 38.0 | 000061087305762 |
| NBI report | Local 13.9-D.0 | TRIB. LITTLE OSAGE RIVER | 3.0E 1.5S OD MAPLETON | Steel Stringer/Multi-beam or girder | NR possible | 1930 | -- | 29.9 | 32.2 | Fair | 91.1 | 000061091905760 |
| NBI report | LOCAL 15.5-K.4 | TRIB. TO MILL CREEK | 1.3E 2.4S 1.5E OF DEVON | Concrete Slab | NR possible | 1930 | -- | 20.0 | 22.0 | Fair | 86.2 | 000061095505904 |
| NBI report | Local 16.0-D.9 | TRIB. CLEVER CREEK | 2.0E 1.0S OF HARDING | Concrete Culvert (2 spans) | NR possible | 1930 | -- | 9.8 | 21.0 | Fair | 88.2 | 000061097005769 |
| NBI report | LOCAL 16.4-S.0 | TRIB. TO MARMATON RIVER | 4.5S 4.6W OF FORT SCOTT | Steel Stringer/Multi-beam or girder | NR possible | 1930 | -- | 20.0 | 22.0 | Fair | 65.0 | 000061097406060 |
| NBI report | Local 21.5-L.5 | WOLVERINE CREEK | 2.0N 1.0E OF FORT SCOTT | Concrete Culvert (3 spans) | NR possible | 1930 | -- | 14.1 | 44.0 | Fair | 74.2 | 000061107505925 |
| NBI report | Local 23.2-S.0 | TRIB. MOORES BR. CREEK | 4.0S 2.3E OF FORT SCOTT | Concrete Culvert (2 spans) | NR possible | 1930 | -- | 9.8 | 21.0 | Poor | 47.5 | 000061111206060 |
| NBI report | Local 25.0-R.0 | TRIB. MOORES BR. CREEK | 3.0S 4.1E OF FORT SCOTT | Concrete Culvert (2 spans) | NR possible | 1930 | -- | 9.8 | 20.0 | Fair | 87.2 | 000061115006040 |
| NBI report | LOCAL 9.9-P.0 | TRIB. TO MARMATON RIVER | 1.1S 1.1W OF REDFIELD | Concrete Slab (2 spans) | NR possible | 1930 | -- | 9.8 | 23.0 | Fair | 86.2 | 000061083906000 |
| NBI report | Minor 17.0-Y.0 | RICHLAND CREEK | 1.0E 1.0S OF PAWNEE STA. | Steel Stringer/Multi-beam or girder | NR possible | 1930 | -- | 20.0 | 22.0 | Fair | 83.5 | 000061099006180 |
| NBI report | Minor 23.2-H.0 | TRIB. TO SHILOH CREEK | 2.2E OF HAMMOND | Steel Stringer/Multi-beam or girder | NR possible | 1930 | -- | 20.0 | 22.0 | Fair | 39.0 | 000061111205840 |
| NBI report | 245TH ST. RS 57 | SHILOH CREEK | 2.0E 0.2N OF HAMMOND | Concrete Culvert (2 spans) | -- | 1930 | 1968 | 9.8 | 21.0 | Fair | 88.2 | 000000000060240 |
| NBI report | K39 HWY | PRONG CREEK | 5.53 MI E NEOSHO COLN | Concrete Culvert (3 spans) | -- | 1932 | -- | 14.1 | 44.0 | Fair | 96.8 | 999903900060411 |
| NBI report | K39 HWY | OWL CREEK DRAINAGE | 1.51 MI E EJCT K3 | Concrete Culvert (3 spans) | -- | 1933 | -- | 7.9 | 25.6 | Good | 81.0 | 999903900060431 |
| NBI report | K39 HWY | OWL CREEK | 2.14 MI E EJCT K3 | Concrete Tee beam | -- | 1933 | -- | 35.1 | 37.4 | Fair | 85.7 | 999903900060441 |
| NBI report Bridgehunter | National Avenue | Marmaton River | North of Fort Scott | Concrete Arch - Thru | NR possible | 1933 | 2012 | 197.2 | 202.1 | Good | 74.3 | 409250061307014 |
| NBI report | 215TH ST. RS 2130 | WOLVERINE CREEK | 6.4S OF FULTON | Concrete Culvert (3 spans) | NR possible | 1934 | -- | 12.1 | 38.1 | Fair | 68.3 | 000000000060514 |
| NBI report | 215TH ST. RS 2130 | TRIB. TO WOLVERINE CREEK | 5.9S OF FULTON | Concrete Culvert (2 spans) | NR possible | 1934 | -- | 11.2 | 23.0 | Fair | 80.4 | 000000000060515 |
| NBI report | 235TH ST. RS 57 | TRIB. TO WOLVERINE CREEK | 1.0E 0.5S OF HAMMOND | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1935 | -- | 9.8 | 24.0 | Poor | 48.6 | 000000000060230 |
| NBI report | 77TH ST. RS 49 | DYER CREEK | 0.7E 4.3N OF UNIONTOWN | Concrete Culvert (3 spans) | NR possible | 1935 | -- | 9.8 | 30.8 | Fair | 87.2 | 000000000060030 |
| NBI report | HACKBERRY RD RS 51 | TRIB. PAINT CREEK | 4.0S 0.9E OF REDFIELD | Concrete Culvert (2 spans) | -- | 1935 | -- | 9.8 | 21.0 | Fair | 87.2 | 000000000060090 |
| NBI report | Local 10.5-D.6 | TIPPIE CREEK | 2.0S OF MAPLETON | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1935 | -- | 20.0 | 44.0 | Poor | 33.9 | 000061085505766 |
| NBI report | Local 23.1-M.0 | TRIB. TO MARMATON RIVER | 1.5N 2.5E OF FORT SCOTT | Concrete Culvert (3 spans) | NR possible | 1935 | -- | 7.9 | 24.9 | Fair | 87.2 | 000061111105940 |
| NBI report | Minor 6.9-N.0 | TRIB. TO MARMATON RIVER | 1.0E OF UNIONTOWN | Concrete Stringer/Multi-beam or girder (2 spans) | NR possible | 1935 | -- | 46.9 | 98.1 | Poor | 54.2 | 000061077905960 |
| NBI report | RS 2104 | TRIB. TO MARMATON RIVER | S.E. FORT SCOTT | Steel Stringer/Multi-beam or girder | NR possible | 1935 | -- | 21.0 | 23.0 | Fair | 35.4 | 000000000060512 |
| NBI report Bridgehunter | Local 20.3-C.0 | FISH CREEK | 0.3E OF FULTON | Masonry Arch - Deck (2 spans) | -- | 1935 | 1959 | 17.1 | 35.1 | Poor | 52.7 | 000061105405740 |
| NBI report | US69 HWY | W FK DRY WOOD CREEK | 0.52 MI N CRAWFORD COLN | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1935 | 1987 | 80.1 | 400.3 | Good | 97.4 | 999906900060121 |
| NBI report | 155TH ST. RS 1194 | CEDAR CREEK | AT MARMATON | Concrete Slab (2 spans) | NR possible | 1936 | -- | 18.0 | 42.0 | Fair | 87.2 | 000000000060370 |
| NBI report Bridgehunter | 215TH ST. RS 2130 | BURLINGTON NORTHERN R.R. | 2.0S OF FULTON | Steel Girder and floorbeam system (5 spans) | NR possible | 1936 | -- | 65.0 | 268.1 | Poor | 21.8 | 000000000060518 |
| NBI report | K7 HWY | LITTLE PAWNEE CREEK DRG | 0.38 MI N CRAWFORD COLN | Concrete Culvert (3 spans) | -- | 1936 | -- | 7.9 | 25.6 | Good | 82.5 | 999900700060301 |
| NBI report Bridgehunter | LOCAL 10.5-N.7 | TRIB. TO MARMATON RIVER | W. EDGE OF REDFIELD | Masonry Arch - Deck (2 spans) | NR possible | 1936 | -- | 16.1 | 37.1 | Fair | 87.2 | 000061085505967 |
| NBI report | LOCAL 9.7-N.5 | TRIB. TO MARMATON RIVER | 0.4 N 1.0W OF REDFIELD | Concrete Slab | NR possible | 1936 | -- | 20.0 | 24.0 | Fair | 75.2 | 000061083705965 |
| NBI report | MINOR 0.7-Y.0 | TRIB. FLAT ROCK CREEK | 2.0S 0.3W OF PORTERVILLE | Concrete Slab (3 spans) | -- | 1936 | 1983 | 12.1 | 36.1 | Fair | 63.8 | 000061065706180 |
| NBI report | K3 HWY | S FK MARMATON RIVER | 1.58 MI N CRAWFORD COLN | Concrete Tee beam (3 spans) | -- | 1940 | -- | 29.9 | 97.4 | Fair | 73.8 | 999900300060241 |
| NBI report | LOCAL 18.8-J.5 | TRIB. TO MILL CREEK | 2.5S 2.2W OF HAMMOND | Concrete Culvert (3 spans) | NR possible | 1940 | -- | 9.8 | 32.2 | Fair | 88.2 | 000061101805885 |
| NBI report | K3 HWY | LITTLE OSAGE RIVER | 1.91 MI S LINN COLN | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1942 | -- | 92.9 | 252.6 | Good | 83.2 | 999900300060291 |
| NBI report | 245TH ST. RS 57 | TRIB. LITTLE OSAGE RIVER | 3.0E 2.2S OF FULTON | Concrete Culvert (2 spans) | -- | 1945 | -- | 9.8 | 20.3 | Fair | 87.2 | 000000000060250 |
| NBI report | RS 1198 | TRIB. TO MARMATON RIVER | 1.0S 2.4E OF UNIONTOWN | Concrete Frame | -- | 1948 | -- | 20.0 | 20.0 | Fair | 82.7 | 000000000060420 |
| NBI report | Local 6.5-L.0 | TRIB. TO OPOSSUM HOLLOW | 2.2N 1.0E OF UNIONTOWN | Concrete Arch - Deck (4 spans) | -- | 1950 | -- | 8.2 | 24.0 | Poor | 27.8 | 000061077505920 |
| NBI report Bridgehunter | LOCAL 9.7-U.0 | TRIB. TO BUNION CREEK | 6.0S 1.9W OF REDFIELD | Steel Other (5 spans) | -- | 1950 | -- | 3.9 | 67.9 | Poor | 59.2 | 000061083706100 |
| NBI report | Minor 17.8-E.0 | FISH CREEK | 2.0S 2.0W OF FULTON | Concrete Other (2 spans) | -- | 1950 | -- | 3.0 | 80.1 | Poor | 45.8 | 000061099805780 |
| NBI report | US54, K3 HWY | TENNYSON CREEK | 3.19 MI E ALLEN COLN | Concrete Culvert | -- | 1951 | -- | 20.0 | 23.3 | Good | 96.7 | 999905400060011 |
| NBI report | Local 23.0-R.4 | TRIB. MOORES BR. CREEK | 3.4S 2.0E OF FORT SCOTT | Concrete Slab (2 spans) | -- | 1952 | -- | 9.8 | 22.0 | Fair | 88.2 | 000061111006044 |
| NBI report | MINOR 10.3-S.0 | BUNION CREEK | 4.0S 1.2W OF REDFIELD | Concrete Culvert (2 spans) | -- | 1952 | -- | 14.1 | 28.9 | Fair | 88.2 | 000061085306060 |
| NBI report | QUAIL RD. RS 1200 | SHILOH CREEK | 2.0S 3.8E OF HAMMOND | Concrete Stringer/Multi-beam or girder (3 spans) | -- | 1952 | -- | 65.0 | 170.0 | Fair | 61.5 | 000000000060440 |
| NBI report | Local 21.7-C.0 | TRIB. LITTLE OSAGE RIVER | 1.7E OF FULTON | Concrete Culvert (2 spans) | -- | 1953 | -- | 9.8 | 21.0 | Good | 82.7 | 000061107705740 |
| NBI report | US54 HWY | TURKEY CREEK | 1.19 MI E EJCT K3 | Concrete Tee beam (3 spans) | -- | 1953 | -- | 54.1 | 136.5 | Fair | 76.0 | 999905400060021 |
| NBI report | 120TH ST. RS 51 | PAINT CREEK | 3.0S OF REDFIELD | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1954 | -- | 75.1 | 198.2 | Fair | 64.2 | 000000000060100 |
| NBI report | VALLEY RD. | TRIB. LITTLE OSAGE RIVER | 1.0S OF HARDING | Steel Stringer/Multi-beam or girder | -- | 1954 | -- | 20.0 | 22.0 | Poor | 39.0 | 000061093305780 |
| NBI report | National Avenue | Mill Creek | North of Fort Scott | Concrete Tee beam (4 spans) | -- | 1954 | 2007 | 85.0 | 293.0 | Good | 83.1 | 409250061307024 |
| NBI report | K39 HWY | PAWNEE CREEK | 7.43 MI E EJCT K3 | Concrete Tee beam (3 spans) | -- | 1955 | -- | 69.9 | 172.6 | Fair | 78.7 | 999903900060451 |
| NBI report | 245TH ST. RS 1416 | TRIB. LITTLE OSAGE RIVER | 3.0E 1.9S OF FULTON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1956 | -- | 29.9 | 82.0 | Fair | 66.3 | 000000000060260 |
| NBI report | K3 HWY | HINTON CREEK DRAINAGE | 5.39 MI N WJCT K39 | Concrete Culvert (3 spans) | -- | 1956 | -- | 7.9 | 24.9 | Good | 69.4 | 999900300060271 |
| NBI report | K7 HWY | LOST CREEK | 0.42 MI N EJCT K31 | Concrete Tee beam (3 spans) | -- | 1956 | -- | 69.9 | 172.6 | Good | 80.6 | 999900700060341 |
| NBI report | K3 HWY | PRONG CREEK | 0.26 MI N WJCT K39 | Concrete Culvert (3 spans) | -- | 1957 | -- | 9.8 | 31.5 | Good | 76.1 | 999900300060251 |
| NBI report | 120TH ST. RS 51 | MARMATON RIVER | 0.3S 0.2W OF REDFIELD | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1959 | -- | 89.9 | 323.2 | Fair | 73.4 | 000000000060110 |
| NBI report | 85TH ST. RS1198 | MARMATON RIVER | 1.5E 0.2S OF UNIONTOWN | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1959 | -- | 75.1 | 198.2 | Fair | 69.3 | 000000000060430 |
| NBI report | XYLEM RD. RS 1741 | INDIAN CREEK | 0.5N 4.2E OF FULTON | Concrete Stringer/Multi-beam or girder (3 spans) | -- | 1959 | -- | 51.8 | 134.8 | Fair | 82.2 | 000000000060490 |
| NBI report | 125th St. RS 51 | TRIB. TO MILL CREEK | 0.2E 5.6N OF REDFIELD | Concrete Culvert (3 spans) | -- | 1960 | -- | 9.8 | 31.2 | Good | 72.7 | 000000000060130 |
| NBI report | K31 HWY | FISH CREEK | 0.25 MI S- NJCT OLD US69 | Concrete Slab (3 spans) | -- | 1960 | -- | 52.2 | 132.6 | Good | 92.2 | 999903100060221 |
| NBI report | 130TH ST. RS 1192 | PAWNEE CREEK | 0.2E 1.7S OF HIATTVILLE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1960 | 1976 | 24.0 | 49.9 | Poor | 40.0 | 000000000060330 |
| NBI report | 155TH ST. RS 1194 | MILL CREEK | 0.2W 1.0S OF DEVON | Concrete Stringer/Multi-beam or girder (3 spans) | -- | 1961 | -- | 49.9 | 132.9 | Fair | 65.8 | 000000000060380 |
| NBI report | K7 HWY | MILL CREEK | 1.16 MI N-JCT US54 | Concrete Tee beam (3 spans) | -- | 1961 | -- | 98.1 | 240.5 | Fair | 94.2 | 999900700060311 |
| NBI report | RS 1158 | IRISH CREEK | 2.0N 1.1W OF XENIA | Concrete Culvert (2 spans) | -- | 1961 | -- | 20.0 | 41.0 | Good | 63.3 | 000000000060300 |
| NBI report | YALE RD. RS 1768 | OWL CREEK | 2.0N OF XENIA | Concrete Culvert (3 spans) | -- | 1961 | -- | 20.0 | 62.0 | Good | 56.3 | 000000000060500 |
| NBI report | K65 HWY | LITTLE OSAGE RIVER | 5.75 MI E K3 | Concrete Tee beam (4 spans) | -- | 1962 | -- | 77.1 | 266.4 | Good | 91.5 | 999906500060461 |
| NBI report | RS 1191 | TENNYSON CREEK | 1.0S 1.7W OF UNIONTOWN | Concrete Tee beam (3 spans) | -- | 1962 | -- | 44.9 | 119.4 | Good | 66.6 | 000000000060320 |
| NBI report | YALE RD. RS 1768 | OPOSSUM CREEK | 0.5N 1.2W OF MAPLETON | Concrete Culvert (2 spans) | -- | 1962 | -- | 14.1 | 28.5 | Good | 65.5 | 000000000060510 |
| NBI report | Local 23.0-R.8 | MOORES BRANCH CREEK | 3.8S 2.0E OF FORT SCOTT | Prestressed Stringer/Multi-beam or girder | -- | 1963 | -- | 50.9 | 55.1 | Poor | 61.2 | 000061111006048 |
| NBI report | 235TH ST. RS 57 | MARMATON RIVER | 1.5N 1.4E OF FORT SCOTT | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 131.9 | 333.0 | Fair | 59.9 | 000000000060220 |
| NBI report | K3 HWY | MARMATON RIVER | 8.11 MI N WJCT K39 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 125.0 | 328.1 | Fair | 89.9 | 999900300060281 |
| NBI report | WAGON RD. RS 1416 | TRIB. LITTLE OSAGE RIVER | 1.0S 2.2E OF FULTON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 36.1 | 91.9 | Fair | 66.5 | 000000000060443 |
| NBI report | LOCAL 2.0-Q.0 | MARMATON RIVER | 6.0S 1.0E OF BRONSON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1966 | -- | 60.0 | 143.1 | Fair | 82.0 | 000061069006020 |
| NBI report | Local 22.0-D.6 | TRIB. LITTLE OSAGE RIVER | 3.5N 1.0E OF HAMMOND | Steel Girder and floorbeam system (2 spans) | -- | 1966 | -- | 24.0 | 50.9 | Fair | 38.0 | 000061109005765 |
| NBI report | Local 22.8-E.0 | TRIB. LITTLE OSAGE RIVER | 2.0E 3.0N OF HAMMOND | Steel Stringer/Multi-beam or girder | -- | 1966 | -- | 39.0 | 41.0 | Fair | 51.6 | 000061109805780 |
| NBI report | Local 16.4-E.0 | TRIB. CLEVER CREEK | 2.4E 1.0S OF HARDING | Steel Girder and floorbeam system | -- | 1967 | -- | 49.9 | 51.8 | Fair | 48.4 | 000061097405780 |
| NBI report | Minor 19.0-Y.5 | RICHLAND CREEK | 3.0E 1.5S OF PAWNEE STA. | Steel Stringer/Multi-beam or girder | -- | 1967 | -- | 61.0 | 63.0 | Poor | 41.0 | 000061103006185 |
| NBI report | RS 1158 | TRIB. LITTLE OSAGE RIVER | 9.5N OF BRONSON | Concrete Culvert (2 spans) | -- | 1967 | -- | 14.1 | 28.9 | Fair | 64.3 | 000000000060290 |
| NBI report | UNITY 7.9-E.5 | TRIB. TO REAGAN BRANCH | 1.5S 3.0E OF XENIA | Steel Girder and floorbeam system | -- | 1967 | -- | 24.9 | 29.9 | Poor | 42.5 | 000061079905785 |
| NBI report | US-69 & K-7 HWYS | US-54 EB (WALL STREET) | S JCT US54&US69 | Concrete Slab (10 spans) | -- | 1967 | -- | 68.9 | 552.2 | Good | 95.0 | 999906900060091 |
| NBI report | US54, US69, K7 HWY | MARMATON RIVER | 0.48 MI N EJCT US69 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1967 | -- | 125.0 | 329.1 | Good | 97.1 | 999905400060051 |
| NBI report | US54, US69, K7 HWY | SYCAMORE ST | 0.38 MI N EJCT US69 | Concrete Culvert | -- | 1967 | -- | 27.9 | 27.9 | Good | 79.9 | 999905400060061 |
| NBI report | US54, US69, K7 HWY | MKT ABANDONED RAILROAD | 0.30 MI N EJCT US69 | Concrete Slab (3 spans) | -- | 1967 | -- | 57.1 | 146.0 | Good | 97.9 | 999905400060071 |
| NBI report | US54, US69, K7 HWY | BN RR (Abandoned) | 0.21 MI N EJCT US69 | Concrete Slab (3 spans) | -- | 1967 | -- | 44.0 | 112.9 | Good | 98.2 | 999905400060081 |
| NBI report | US69, K7 HWY, NB | URB1304, NATIONAL AVE | 1.51 MI S EJCT US54, NB | Concrete Slab (3 spans) | -- | 1967 | -- | 57.1 | 146.0 | Good | 97.4 | 999906900060161 |
| NBI report Bridgehunter | US69, K7 HWY, SB | URB1304, NATIONAL AVE | 1.52 MI S EJCT US54, SB | Concrete Slab (3 spans) | -- | 1967 | -- | 57.1 | 146.0 | Good | 80.3 | 999906900060151 |
| NBI report | Local 24.0-I.4 | SHILOH CREEK | 3.0E 1.4S OF HAMMOND | Concrete Culvert (3 spans) | -- | 1968 | -- | 14.1 | 43.0 | Fair | 84.0 | 000061113005864 |
| NBI report | 245TH ST. RS 1741 | LITTLE OSAGE RIVER | 3.0E 0.2S OF FULTON | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1969 | -- | 49.9 | 183.1 | Fair | 63.5 | 000000000060275 |
| NBI report Bridgehunter | PED OVERPASS | US69, K7 HWY | 0.48 MI S EJCT US54 | Steel Frame | -- | 1969 | -- | 103.0 | 348.4 | -- | -- | 999906900060171 |
| NBI report Bridgehunter | PED OVERPASS | US69, K7 HWY | 0.23 MI S EJCT US54 | Steel Frame | -- | 1969 | -- | 103.0 | 412.4 | -- | -- | 999906900060181 |
| NBI report | 125TH ST. RS 51 | LITTLE OSAGE RIVER | 0.7S OF MAPLETON | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1970 | -- | 80.1 | 292.0 | Fair | 85.4 | 000000000060140 |
| NBI report | Minor 17.3-B.0 | LITTLE OSAGE RIVER | 1.0N 2.7W OF FULTON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1970 | -- | 100.1 | 227.0 | Fair | 71.0 | 000061099305720 |
| NBI report | LOCAL 19.6-N.7 | MARMATON RIVER | W. EDGE OF FORT SCOTT | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1971 | -- | 100.1 | 228.0 | Fair | 69.1 | 000061103605967 |
| NBI report | 95TH ST RS 1198 | S. FORK MARMATON RIVER | 2.5E 4.3S OF UNIONTOWN | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1973 | -- | 75.1 | 199.2 | Good | 64.3 | 000000000060410 |
| NBI report | LOCAL 19.2-Q.0 | TRIB. TO MARMATON RIVER | 2.5S 1.9W OF FORT SCOTT | Prestressed Stringer/Multi-beam or girder | -- | 1973 | -- | 25.9 | 29.9 | Poor | 47.8 | 000061103206020 |
| NBI report | RANGE RD RS 53 | TRIB. TO MILL CREEK | 0.1W OF DEVON | Concrete Slab (3 spans) | -- | 1973 | -- | 44.0 | 112.9 | Good | 93.8 | 000000000060160 |
| NBI report | 105TH ST. RS 1197 | LITTLE OSAGE RIVER | 4.0E 0.8S OF XENIA | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1975 | -- | 125.0 | 329.1 | Fair | 80.4 | 000000000060400 |
| NBI report | Local 20.0-X.2 | WALNUT CREEK | 4.0E OF PAWNEE STATION | Concrete Slab (3 spans) | -- | 1975 | -- | 36.1 | 93.5 | Fair | 88.2 | 000061105006162 |
| NBI report | K39 HWY | FLAT ROCK CREEK | 3.08 MI E NEOSHO COLN | Steel Culvert (4 spans) | -- | 1976 | -- | 5.9 | 42.0 | Fair | 80.0 | 999903900060481 |
| NBI report | K39 HWY | FLAT ROCK CREEK DRAINAGE | 0.56 MI E NEOSHO CO. LINE | Steel Culvert (4 spans) | -- | 1976 | -- | 5.9 | 38.1 | Good | 88.1 | 999903900060491 |
| NBI report | LOCAL 18.3-Q.0 | ROCK CREEK | 2.5S 2.7W OF FORT SCOTT | Steel Stringer/Multi-beam or girder | -- | 1976 | -- | 65.0 | 68.9 | Fair | 90.8 | 000061101306020 |
| NBI report | MINOR 1.3-Q.4 | WOLFPEN CREEK | 3.4S 4.7W OF UNIONTOWN | Steel Stringer/Multi-beam or girder | -- | 1976 | -- | 30.8 | 33.1 | Fair | 84.0 | 000061067306024 |
| NBI report | Local 19.0-C.5 | FISH CREEK | S.W. EDGE OF FULTON | Prestressed Tee beam (3 spans) | -- | 1977 | -- | 29.9 | 91.9 | Fair | 94.9 | 000061103005745 |
| NBI report | FERN RD. RS 1193 | TRIB. TO PAWNEE CREEK | 1.8N 2.9E OF HIATTVILLE | Concrete Culvert (3 spans) | -- | 1978 | -- | 14.1 | 43.3 | Good | 86.8 | 000000000060350 |
| NBI report | FERN RD. RS 1193 | PAWNEE CREEK | 1.8N 2.8E OF HIATTVILLE | Concrete Slab (3 spans) | -- | 1978 | -- | 56.1 | 142.1 | Good | 91.5 | 000000000060340 |
| NBI report | KANSAS RD. RS 1194 | MARMATON RIVER | 0.9S 1.1W OF MARMATON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1979 | -- | 109.9 | 290.0 | Good | 88.9 | 000000000060360 |
| NBI report | Local 20.0-Y.9 | RICHLAND CREEK | 4.0E 2.0S OF PAWNEE STA. | Concrete Slab (3 spans) | -- | 1979 | -- | 40.0 | 103.0 | Fair | 95.6 | 000061105006189 |
| NBI report | Local 25.0-1.0 | TRIB. TO SHILOH CREEK | 1.0S 4.0E OF HAMMOND | Concrete Slab (3 spans) | -- | 1979 | -- | 40.0 | 103.0 | Fair | 97.6 | 000061115005860 |
| NBI report | EAGLE RD. RS 56 | TRIB. TO BUCK RUN CREEK | 1.9W OF GARLAND | Concrete Culvert (3 spans) | -- | 1980 | -- | 9.8 | 31.8 | Fair | 70.3 | 000000000060210 |
| NBI report | Local 18.8-D.0 | FISH CREEK | 1.0S 1.0W OF FULTON | Steel Stringer/Multi-beam or girder | -- | 1980 | -- | 40.0 | 45.9 | Fair | 75.5 | 000061101805760 |
| NBI report | K31 HWY | LITTLE OSAGE RIVER | 0.25 MI S EJCT K7 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1981 | -- | 87.9 | 352.7 | Good | 80.4 | 999903100060501 |
| NBI report | RS 2212 5.0-B.2 | LITTLE OSAGE RIVER | 1.6N OF XENIA | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1981 | -- | 86.9 | 152.9 | Fair | 61.3 | 000000000060530 |
| NBI report | 75TH ST. RS 49 | TRIB. TO TURKEY CREEK | 3.0N 0.5E OF UNIONTOWN | Steel Stringer/Multi-beam or girder | -- | 1982 | -- | 38.1 | 40.0 | Fair | 66.0 | 000000000060010 |
| NBI report | POPLAR RD. RS 49 | TURKEY CREEK | 3.1N 0.6E OF UNIONTOWN | Concrete Slab (3 spans) | -- | 1982 | -- | 44.0 | 111.9 | Good | 100.0 | 000000000060020 |
| NBI report | 125TH ST. RS 51 | LITTLE OSAGE RIVER | 3.0E 0.2S OF FULTON | Concrete Slab (3 spans) | -- | 1984 | -- | 47.9 | 122.1 | Good | 94.0 | 000000000060120 |
| NBI report | US69 HWY NB & SB | LITTLE OSAGE RIVER DR | 2.33 MI. N. OF K-31 JCT | Concrete Culvert | -- | 1984 | 2004 | 18.0 | 25.6 | Good | 85.0 | 999906900060641 |
| NBI report | LOCAL 7.4-U.0 | PAINT CREEK | 5.5W 1.0S OF HOLLISTER | Concrete Slab (3 spans) | -- | 1985 | -- | 60.0 | 151.9 | Good | 100.0 | 000061079406100 |
| NBI report | LOCAL ROAD | US69 HWY NB & SB | 0.58 MI N OF N US-54 JCT | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1985 | -- | 87.9 | 274.6 | Good | 97.8 | 999906900060531 |
| NBI report | LOCAL ROAD | US69 HWY NB & SB | 1.57 MI N OF N US-54 JCT | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1985 | -- | 87.9 | 274.6 | Good | 97.5 | 999906900060541 |
| NBI report | LOCAL ROAD | US69 HWY NB & SB | 4.60 MI N OF N US-54 JCT | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1985 | -- | 87.9 | 274.6 | Good | 97.5 | 999906900060571 |
| NBI report | LOCAL ROAD | US-69 HIGHWAY NB & SB | 8.68 MI. N. N. JCT US-54 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1985 | -- | 87.9 | 274.6 | Good | 97.5 | 999906900060601 |
| NBI report | Poplar Road | US69 HWY NB & SB | 2.59 MI N OF N US-54 JCT | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1985 | -- | 87.9 | 274.6 | Good | 96.6 | 999906900060551 |
| NBI report | Soldier Road | US69 HWY NB & SB | 5.62 MI N OF N US-54 JCT | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1985 | -- | 87.9 | 274.6 | Good | 96.6 | 999906900060581 |
| NBI report | US-69 HIGHWAY SB | BNSF RAILWAY | 7.87 MI. N. N. JCT US-54 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1985 | -- | 64.0 | 193.9 | Good | 99.5 | 999906900060591 |
| NBI report | US-69 HIGHWAY SB | K-31 HIGHWAY | JCT K-31HIGHWAY | Concrete Slab (3 spans) | -- | 1985 | -- | 64.0 | 162.4 | Good | 100.0 | 999906900060611 |
| NBI report | US-69 HIGHWAY SB | LITTLE OSAGE RIVER | 1.09 MI. N. OF K-31 | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 1985 | -- | 87.9 | 371.4 | Good | 99.6 | 999906900060631 |
| NBI report | US-69 HIGHWAY SB | BNSF RAILWAY | 2.39 MI. N. OF K-31 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1985 | -- | 64.0 | 193.6 | Good | 99.5 | 999906900060651 |
| NBI report | US-69 HIGHWAY SB | LOCAL ROAD | 2.52 MI. N. OF K-31 | Concrete Slab (3 spans) | -- | 1985 | -- | 56.1 | 142.7 | Good | 100.0 | 999906900060661 |
| NBI report | US-69 SOUTHBOUND | US-54 HIGHWAY | N. JCT OF US-54 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1985 | -- | 117.1 | 236.6 | Good | 100.0 | 999906900060511 |
| NBI report | US69 HWY SB | RS1741 | 1.00 N JCT US69/K31 | Concrete Slab (3 spans) | -- | 1985 | -- | 56.1 | 142.4 | Good | 100.0 | 999906900060621 |
| NBI report | US-69 NORTHBOUND | US-54 HIGHWAY | N. JCT OF US-54 NB. | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1985 | 2003 | 117.1 | 236.6 | Good | 100.0 | 999906900060521 |
| NBI report | US69 HWY NB & SB | WOLVERINE CREEK | 3.51 MI N OF N US-54 JCT | Concrete Culvert | -- | 1985 | 2004 | 20.0 | 23.0 | Good | 85.0 | 999906900060561 |
| NBI report | 245TH ST. RS 1741 | TRIB. LITTLE OSAGE RIVER | 2.8E 0.8S OF FULTON | Concrete Slab (3 spans) | -- | 1986 | -- | 40.0 | 102.0 | Good | 100.0 | 000000000060270 |
| NBI report | Local 23.5-D.0 | TRIB. LITTLE OSAGE RIVER | 3.5E 1.0S OF FULTON | Concrete Culvert (2 spans) | -- | 1986 | -- | 16.1 | 32.8 | Good | 75.0 | 000061111505760 |
| NBI report | US54 HWY | MILL CREEK | 1.42 MI E K7 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1987 | -- | 69.9 | 211.6 | Fair | 86.5 | 999905400060671 |
| NBI report | Local 19.6-A.5 | EAST LABERDIE CREEK | 1.5N 0.6W OF FULTON | Steel Stringer/Multi-beam or girder | -- | 1990 | -- | 21.0 | 22.0 | Good | 96.0 | 000061103605705 |
| NBI report | Local 22.1-Y.0 | W. FORK DRY WOOD CREEK | 3.5W 3.0S OF GARLAND | Concrete Slab (4 spans) | -- | 1990 | -- | 47.9 | 170.9 | Good | 92.7 | 000061109006180 |
| NBI report | Local 26.0-Y.1 | WEST FORK DRY WOOD CREEK | 0.3E 3.1S OF GARLAND | Concrete Slab (4 spans) | -- | 1990 | -- | 56.1 | 199.2 | Good | 100.0 | 000061117006181 |
| NBI report | SOLDIER RD. RS 53 | LIMESTONE CREEK | 3.0N 1.3E OF BRONSON | Concrete Slab (3 spans) | -- | 1990 | -- | 51.8 | 132.9 | Good | 91.2 | 000000000060150 |
| NBI report | Local 17.0-D.0 | CLEVER CREEK | 3.0W 1.0S OF FULTON | Steel Stringer/Multi-beam or girder | -- | 1991 | -- | 27.9 | 28.9 | Fair | 96.0 | 000061099005760 |
| NBI report | K-7 HWY | LITTLE OSAGE RIVER DRG | 12.27 MI N-JCT US-54 | Concrete Slab | -- | 1992 | -- | 62.0 | 63.3 | Good | 100.0 | 999900700060691 |
| NBI report | K-65 HWY | OPOSSUM CREEK | 9.95 MI E K-3 | Concrete Slab (3 spans) | -- | 1993 | -- | 52.2 | 132.6 | Good | 97.8 | 999906500060681 |
| NBI report Bridgehunter | Minor 5.0-E.0 | LIMESTONE CREEK | 1.0S OF XENIA | Concrete Slab (3 spans) | -- | 1993 | -- | 60.0 | 149.9 | Good | 100.0 | 000061073905780 |
| NBI report | Local 24.9-D.0 | LITTLE OSAGE RIVER | 5.0E 1.0S OF FULTON | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1994 | -- | 68.9 | 178.2 | Good | 94.7 | 000061113905760 |
| NBI report | US-69 HWY NB | K-7 & BNRR | 6.58 MI N CRAWFORD COLN | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1996 | -- | 136.2 | 486.9 | Good | 99.7 | 999906900060711 |
| NBI report | US-69 HWY | WALNUT CREEK | 1.25 MI N OF BOURBON CL | Concrete Slab (3 spans) | -- | 1998 | -- | 47.9 | 123.0 | Good | 99.5 | 999906900060721 |
| NBI report | US-69 HWY | BUCK RUN CREEK | 4.1 MI N OF BOURBON SCOLN | Concrete Culvert (2 spans) | -- | 1998 | -- | 12.1 | 25.9 | Good | 83.3 | 999906900060731 |
| NBI report | US-69 HWY SB | K-7 & BNRR | 6.57 MI N CRAWFORD COLN | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1998 | -- | 136.2 | 486.9 | Good | 99.7 | 999906900060701 |
| NBI report Bridgehunter | LOCAL 13.0-Q.8 | S. FORK MARMATON RIVER | 2.2N OF HOLLISTER | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1999 | -- | 83.0 | 248.0 | Good | 100.0 | 000061091006028 |
| NBI report Bridgehunter | LOCAL 14.0-X.0 | PAWNEE CREEK | 0.1N 2W OF PAWNEE STATION | Concrete Slab (3 spans) | -- | 2000 | -- | 48.9 | 125.0 | Good | 100.0 | 000061093006160 |
| NBI report Bridgehunter | LOCAL 14.1-H.0 | LITTLE MILL CREEK | 0.2W 1.0N OF DEVON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2000 | -- | 34.1 | 71.9 | Good | 74.3 | 000061093105840 |
| NBI report | US54 HWY | WALNUT CREEK | 3.62 MI E EJCT K3 | Concrete Slab (3 spans) | -- | 2003 | -- | 45.9 | 117.5 | Good | 99.8 | 999905400060791 |
| NBI report | US54 HWY (US69/K7) | MARMATON RIVER OVERFLOW | 0.57 MI N SJCT US69, EB | Concrete Slab (5 spans) | -- | 2003 | -- | 59.1 | 268.4 | Good | 97.6 | 999905400060871 |
| NBI report | US54 HWY (US69/K7) | MARMATON RIVER OVERFLOW | 0.57 MI N SJCT US69 WB | Concrete Slab (5 spans) | -- | 2003 | -- | 59.1 | 268.4 | Good | 97.6 | 999905400060881 |
| NBI report | 21.0-C.0 | LITTLE OSAGE RIVER | 1.0E OF FULTON | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2004 | -- | 89.2 | 268.7 | Good | 99.0 | 000061107005740 |
| NBI report | K-65 HWY | LITTLE OSAGE DRAINAGE | .96 MI SW K-31 | Concrete Culvert (2 spans) | -- | 2004 | -- | 16.1 | 32.8 | Good | 96.0 | 999906500060891 |
| NBI report | K7 HWY | LITTLE OSAGE RIVER | 13.18 MI NJCT US54 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2004 | -- | 98.4 | 258.9 | Good | 99.0 | 999900700060781 |
| NBI report | US54 HWY | LATH BRANCH CREEK | 2.75 M E SJCT U54/U69 | Concrete Slab (3 spans) | -- | 2004 | -- | 59.1 | 150.3 | Good | 99.8 | 999905400060751 |
| NBI report | US54 HWY | LATH BRANCH CREEK | 2.86 MI E SJCT U54/U69 | Concrete Slab (3 spans) | -- | 2004 | -- | 45.9 | 117.5 | Good | 99.8 | 999905400060761 |
| NBI report | US-69 HWY, NB | BNSF R.R. | 7.86 MI N NJCT US-54 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2006 | -- | 70.2 | 212.9 | Good | 99.9 | 999906900060811 |
| NBI report | US-69 HWY, NB | K-31 HWY | 8.68 MI N NJCT US-54 | Concrete Slab (3 spans) | -- | 2006 | -- | 64.0 | 162.4 | Good | 99.9 | 999906900060821 |
| NBI report | US-69 HWY, NB | LOCAL ROAD - RS1741 | 1.00 MI N JCT US69/K31 | Concrete Slab (3 spans) | -- | 2006 | -- | 59.1 | 150.3 | Good | 99.9 | 999906900060831 |
| NBI report | US-69 HWY, NB | LITTLE OSAGE RIVER | 1.09 MI N JCT K-31/US-69 | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 2006 | -- | 87.9 | 371.7 | Good | 99.6 | 999906900060841 |
| NBI report | US-69 HWY, NB | BNSF R.R. | 2.39 MI N JCT K-31/US-69 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2006 | -- | 70.2 | 212.6 | Good | 99.9 | 999906900060851 |
| NBI report | US-69 HWY, NB | LOCAL ROAD | 2.52 MI N JCT U69/K31 | Concrete Slab (3 spans) | -- | 2006 | -- | 59.1 | 150.3 | Good | 99.9 | 999906900060861 |
| NBI report | MINOR 16.9-P.5 | MARMATON RIVER | 1.5S 2.4E OF MARMATON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2007 | -- | 115.2 | 301.9 | Good | 100.0 | 000061097906005 |
| NBI report | Minor 24.0-M.5 | MARMATON RIVER | 1.0N 3.8E of Fort Scott | Prestressed Slab (3 spans) | -- | 2012 | -- | 91.9 | 236.9 | Good | 100.0 | 000061113005946 |
| NBI report | K31 HWY | CLEVER CREEK | 2.96 MI E EJCT K7 | Concrete Slab (3 spans) | -- | 2014 | -- | 47.9 | 122.4 | Good | 100.0 | 999903100060901 |
| NBI report | K39 HWY | PAINT CREEK | 0.47 MI E JCT K3 | Concrete Slab (3 spans) | -- | 2014 | -- | 64.0 | 162.4 | Good | 98.8 | 999903900060911 |
| NBI report | K39 HWY | FLAT ROCK CREEK | 1.18 MI E NEOSHO COLN | Concrete Slab (3 spans) | -- | 2014 | -- | 64.0 | 163.4 | Good | 100.0 | 999903900060921 |
| NBI report | K3 HWY | HINTON CREEK | 3.29 MI N WJCT K 39 | Concrete Slab (3 spans) | -- | 2015 | -- | 56.1 | 142.4 | Good | 97.9 | 999900300060931 |