| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| NBI report | BUCKEYE STREET | COON CREEK | 28 BUCKEYE @ BRECKENRIDGE | Concrete Slab (2 spans) | NR possible | 1910 | -- | 11.2 | 24.9 | Poor | 46.0 | 513700010000008 |
| NBI report Bridgehunter | RS 2096 1100 Rd | TRIB. TO NEOSHO RIVER | 0.8N OF HUMBOLDT | Masonry Arch - Deck (3 spans) | -- | 1910 | 1950 | 9.8 | 36.1 | Fair | 47.9 | 000000000010670 |
| NBI report | Iowa Rd 3.3-N.0 | STREAM | 2.0N 2.0W OF HUMBOLDT | Steel Culvert (5 spans) | -- | 1918 | 1997 | 3.9 | 24.0 | Fair | 85.0 | 000011021305960 |
| NBI report Bridgehunter | 2400 St. 12.0-O.9 | STREAM | 6.9S 1.0W OF LA HARPE | Concrete Stringer/Multi-beam or girder | NR possible | 1920 | -- | 34.1 | 38.1 | Fair | 61.4 | 000011039005989 |
| NBI report Bridgehunter | LOCAL RD 24.9-S.0 | STREAM | 3.4E 1.0S OF ELSMORE | Masonry Arch - Deck (2 spans) | NR possible | 1920 | -- | 17.1 | 36.1 | Poor | 29.4 | 000011063906060 |
| NBI report Bridgehunter | RS 4 UTAH RD | INDIAN CREEK | 1.0W 0.5S OF GENEVA | Steel Truss - Thru (3 spans) | NR possible | 1924 | -- | 71.9 | 201.1 | Fair | 44.3 | 000000000010120 |
| NBI report | CHESTNUT STREET | COON CREEK | 22 CHESTNUT & BENTON ST. | Concrete Culvert (3 spans) | NR possible | 1927 | -- | 11.2 | 37.1 | Fair | 70.8 | 513700010000002 |
| NBI report | 10.0-E.0 2000 ST | STREAM | 1.0S 2.0E OF CARLYLE | Concrete Slab (2 spans) | NR possible | 1930 | -- | 7.9 | 22.0 | Poor | 35.4 | 000011035005780 |
| NBI report | 1000th Rd 5.0-D.8 | STREAM | 0.8S 3.0W OF CARLYLE | Concrete Slab (3 spans) | NR possible | 1930 | -- | 6.9 | 25.9 | Fair | 69.4 | 000011025005768 |
| NBI report | 12.0-F.0 2400 St. | STREAM | 3.5N 1.0W OF LA HARPE | Concrete Slab (2 spans) | NR possible | 1930 | -- | 8.9 | 22.0 | Fair | 77.4 | 000011039005800 |
| NBI report | 1600 St. 8.0-P.8 | STREAM,LWC | 2.0E OF HUMBOLDT | Concrete Slab (2 spans) | NR possible | 1930 | -- | 14.1 | 32.2 | Poor | 39.9 | 000011031006008 |
| NBI report | 200 Rd 1.0-Q.1 | STREAM | 5.0W 0.6S OF HUMBOLDT | Concrete Slab (2 spans) | NR possible | 1930 | -- | 12.1 | 25.9 | Poor | 48.4 | 000011017006021 |
| NBI report | 2400 St. 12.0-N.8 | STREAM | 6.0S 1.0W OF LA HARPE | Concrete Slab (2 spans) | NR possible | 1930 | -- | 9.8 | 23.0 | Fair | 79.4 | 000011039005968 |
| NBI report | 3200 St 16.0-J.7 | ELM CREEK | 1.0S 4.0W OF MORAN | Concrete Slab (2 spans) | NR possible | 1930 | -- | 9.8 | 24.0 | Poor | 35.8 | 000011047005887 |
| NBI report | 3600 St. 18.0-C.4 | STREAM | 1.5S 2.0W OF MILDRED | Concrete Slab (2 spans) | NR possible | 1930 | -- | 9.8 | 24.0 | Fair | 70.4 | 000011051005744 |
| NBI report | 3600 St. 18.0-J.3 | STREAM | 1.0S 2.0W OF MORAN | Concrete Slab (3 spans) | NR possible | 1930 | -- | 7.9 | 28.9 | Fair | 68.4 | 000011051005883 |
| NBI report | 3800 St. 19.0-G.2 | STREAM | 2.3N 1.0W OF MORAN | Concrete Slab (2 spans) | NR possible | 1930 | -- | 9.8 | 22.0 | Fair | 80.4 | 000011053005822 |
| NBI report Bridgehunter | 3800 St. 19.0-D.5 | STREAM | 2.5S 1.0W OF MILDRED | Concrete Arch - Deck (3 spans) | NR possible | 1930 | -- | 7.9 | 25.9 | Good | 76.4 | 000011053005765 |
| NBI report | 400 Rd 2.0-O.4 | STREAM,LWC | 3.5W 1.0N OF HUMBOLDT | Concrete Slab (2 spans) | NR possible | 1930 | -- | 9.8 | 38.1 | Fair | 77.4 | 000011019005984 |
| NBI report Bridgehunter | 4200 St. 21.0-D.7 | STREAM | 2.7S 1.0E OF MILDRED | Concrete Culvert (2 spans) | NR possible | 1930 | -- | 11.2 | 24.0 | Good | 78.4 | 000011057005767 |
| NBI report | 4400 St 22.0-E.2 | STREAM | 3.2S 2.0E OF MILDRED | Concrete Slab (2 spans) | NR possible | 1930 | -- | 9.8 | 27.9 | Fair | 79.4 | 000011059005782 |
| NBI report | 4600 St. 23.0-C.8 | STREAM | 1.8S 3.0E OF MILDRED | Concrete Slab (3 spans) | NR possible | 1930 | -- | 7.9 | 23.6 | Poor | 54.4 | 000011061005748 |
| NBI report | 4800 St. 24.0-A.8 | MIDDLE CREEK | 0.2N 4.0E OF MILDRED | Concrete Slab (3 spans) | NR possible | 1930 | -- | 5.9 | 21.0 | Fair | 66.5 | 000011063005708 |
| NBI report | 4800 St. 24.0-E.7 | STREAM | 4.0N 4.0E OF MORAN | Concrete Slab (2 spans) | NR possible | 1930 | -- | 9.8 | 24.0 | Poor | 73.4 | 000011063005787 |
| NBI report | 8.0-E.0 1600 St | DEER CREEK,LWC | 1.0S OF CARLYLE | Concrete Slab (3 spans) | NR possible | 1930 | -- | 8.9 | 28.9 | Fair | 62.4 | 000011031005780 |
| NBI report | 800 Rd 4.0-C.2 | STREAM | 1.5E 0.8S OF GENEVA | Concrete Culvert (3 spans) | NR possible | 1930 | -- | 7.9 | 27.6 | Fair | 79.4 | 000011023005742 |
| NBI report | CAMERON STREET | COON CREEK | 21 CAMERON WEST STATE ST | Concrete Slab (2 spans) | NR possible | 1930 | -- | 14.1 | 30.8 | Fair | 57.4 | 513700010000001 |
| NBI report | DOUGLAS STREET | COON CREEK | 26 DOUGLAS @ NORTH ST. | Concrete Slab (2 spans) | NR possible | 1930 | -- | 12.1 | 26.9 | Poor | 38.0 | 513700010000006 |
| NBI report | Hawaii Rd 16.8-P.0 | BIG CREEK,LWC | 2.0N 5.2W OF ELSMORE | Concrete Slab (3 spans) | NR possible | 1930 | -- | 7.9 | 27.6 | Fair | 75.4 | 000011047806000 |
| NBI report | Idaho Rd 15.4-O.0 | STREAM | 6.0S 2.4E OF LA HARPE | Concrete Culvert (4 spans) | NR possible | 1930 | -- | 7.9 | 36.1 | Good | 81.4 | 000011045405980 |
| NBI report | Iowa Rd 13.1-N.0 | STREAM | 5.0S OF LA HARPE | Concrete Slab (2 spans) | NR possible | 1930 | -- | 9.8 | 24.9 | Good | 78.4 | 000011041105960 |
| NBI report | Iowa Rd 18.2-N.0 | STREAM | 4.0N 2.8W OF ELSMORE | Concrete Slab (2 spans) | NR possible | 1930 | -- | 11.2 | 24.0 | Fair | 70.4 | 000011051205960 |
| NBI report | LOCAL RD 2.1-B.0 | STREAM | 0.5N 0.5W OF GENEVA | Concrete Culvert (2 spans) | NR possible | 1930 | -- | 9.8 | 21.0 | Fair | 78.5 | 000011019105720 |
| NBI report | LOCAL RD 10.0-S.1 | STREAM | 4.0E 2.5S OF HUMBOLDT | Concrete Slab (3 spans) | NR possible | 1930 | -- | 5.9 | 23.0 | Fair | 80.4 | 000011035006061 |
| NBI report | LOCAL RD 14.5-T.0 | STREAM | 1.0N 7.5W OF SAVONBURG | Concrete Slab (2 spans) | NR possible | 1930 | -- | 9.8 | 23.0 | Fair | 65.4 | 000011043506080 |
| NBI report | LOCAL RD 16.8-J.0 | ELM CREEK | 0.5S 3.2W OF MORAN | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1930 | -- | 14.1 | 33.1 | Poor | 37.0 | 000011047805880 |
| NBI report | LOCAL RD 17.5-H.0 | STREAM | 1.0N 7.0E OF GAS CITY | Concrete Slab (2 spans) | NR possible | 1930 | -- | 9.8 | 24.0 | Poor | 52.4 | 000011049505840 |
| NBI report | LOCAL RD 20.4-T.0 | STREAM,LWC | 1.6W 1.0N OF SAVONBURG | Concrete Slab (2 spans) | NR possible | 1930 | -- | 11.2 | 29.9 | Poor | 65.5 | 000011055406080 |
| NBI report | LOCAL RD 21.2-F.0 | STREAM,LWC | 3.5N 1.2E OF MORAN | Concrete Slab (4 spans) | NR possible | 1930 | -- | 7.9 | 35.1 | Fair | 76.4 | 000011057205800 |
| NBI report | LOCAL RD 23.9-F.0 | STREAM | 3.5N 3.9E OF MORAN | Concrete Slab (2 spans) | NR possible | 1930 | -- | 12.1 | 27.9 | Fair | 67.4 | 000011061905800 |
| NBI report | LOCAL RD 4.2-L.0 | STREAM | 2.8W 3.0S OF IOLA | Concrete Slab (2 spans) | NR possible | 1930 | -- | 12.1 | 25.9 | Fair | 79.5 | 000011023205920 |
| NBI report | LOCAL RD. 7.6-E.0 | DEER CREEK | 1.0S 0.5W OF CARLYLE | Concrete Slab (3 spans) | NR possible | 1930 | -- | 8.9 | 35.1 | Fair | 64.4 | 000011029605780 |
| NBI report | MINOR COL 9.0-N.0 | STREAM | 3.5E 2.5N OF HUMBOLDT | Concrete Slab (4 spans) | NR possible | 1930 | -- | 8.9 | 38.1 | Fair | 70.4 | 000011033005960 |
| NBI report | MINOR COL 15.6-F.0 | STREAM | 3.5N 2.5E OF LA HARPE | Concrete Slab (3 spans) | NR possible | 1930 | -- | 9.8 | 36.1 | Fair | 80.4 | 000011045605800 |
| NBI report | MINOR COL 24.9-E.0 | STREAM | 4.5N 5.0E OF MORAN | Concrete Slab (2 spans) | NR possible | 1930 | -- | 12.1 | 25.9 | Poor | 51.4 | 000011063905780 |
| NBI report | MINOR COL14.8-U.0 | STREAM | 7.2W OF SAVONBURG | Concrete Frame (2 spans) | NR possible | 1930 | -- | 22.0 | 47.9 | Fair | 54.8 | 000011043806100 |
| NBI report | OLD US169, K57 HWY | DEER CREEK DRAINAGE | 2.37 MI N NJCT US54 | Concrete Culvert (3 spans) | -- | 1930 | -- | 7.9 | 25.9 | Fair | 60.8 | 000000000010720 |
| NBI report | Rhode Island Rd | TRIB. TO NEOSHO RIVER | 1.5N 2.0W OF IOLA | Concrete Slab (2 spans) | NR possible | 1930 | -- | 9.8 | 22.0 | Fair | 46.7 | 000000000010530 |
| NBI report | RS 1 | BRANCH OF NEOSHO RIVER | 2.0W 1.7N OF HUMBOLDT | Concrete Culvert (2 spans) | NR possible | 1930 | -- | 7.9 | 25.9 | Good | 81.5 | 000000000010040 |
| NBI report Bridgehunter | RS 1132 | TRIB. TO NEOSHO RIVER | 3.8W 2.2S OF IOLA | Concrete Slab (4 spans) | NR possible | 1930 | -- | 9.8 | 33.1 | Poor | 48.3 | 000000000010380 |
| NBI report | RS 1151 | BRANCH OF ELM CREEK | 2.0S 1.3E OF LA HARPE | Concrete Slab (3 spans) | NR possible | 1930 | -- | 7.9 | 30.8 | Fair | 73.4 | 000000000010420 |
| NBI report | RS 1151 | BIG CREEK | 2.3S 0.4E OF MORAN | Steel Stringer/Multi-beam or girder | NR possible | 1930 | -- | 39.0 | 41.0 | Poor | 56.1 | 000000000010430 |
| NBI report | RS 1153 Arizona Rd | BRANCH OF BIG CREEK | 5.2W OF SAVONBURG | Concrete Frame (2 spans) | NR possible | 1930 | -- | 9.8 | 22.0 | Fair | 89.5 | 000000000010470 |
| NBI report | RS 1153 Arizona Rd | BRANCH OF CANVILLE CREEK | 1.9W OF SAVONBURG | Concrete Frame (3 spans) | NR possible | 1930 | -- | 9.8 | 33.1 | Fair | 89.5 | 000000000010480 |
| NBI report Bridgehunter | RS 4 TEXAS RD | BRANCH OF DEER CREEK | 0.2E OF CARLYLE | Concrete Stringer/Multi-beam or girder | NR possible | 1930 | -- | 29.9 | 33.1 | Fair | 61.4 | 000000000010150 |
| NBI report | RS 6 2600 St | SOUTH BRANCH COAL CREEK | 5.9S OF LA HARPE | Concrete Frame (2 spans) | NR possible | 1930 | -- | 11.2 | 24.0 | Fair | 78.5 | 000000000010260 |
| NBI report | RS 6 2600 St | BRANCH OF COAL CREEK | 4.1S OF LA HARPE | Concrete Frame (2 spans) | NR possible | 1930 | -- | 9.8 | 23.0 | Fair | 81.5 | 000000000010280 |
| NBI report | RS 6 3200 St. | BRANCH OF BIG CREEK | 0.5S 5.7W OF SAVONBURG | Concrete Culvert (3 spans) | NR possible | 1930 | -- | 7.9 | 24.9 | Good | 89.5 | 000000000010240 |
| NBI report | RS 7 | BRANCH OF COAL CREEK | 4.6S OF GAS | Concrete Frame (3 spans) | NR possible | 1930 | -- | 7.9 | 26.9 | Good | 89.5 | 000000000010310 |
| NBI report | RS 7 2200 St | SOUTH BRANCH ELM CREEK | 0.4S OF GAS | Concrete Frame (4 spans) | NR possible | 1930 | -- | 9.8 | 45.9 | Good | 74.0 | 000000000010330 |
| NBI report Bridgehunter | RS 7 2200 St | NORTH BRANCH ELM CREEK | 0.3S OF GAS | Concrete Frame (3 spans) | NR possible | 1930 | -- | 7.9 | 27.9 | Fair | 81.0 | 000000000010340 |
| NBI report | SYCAMORE STREET | COON CREEK | 27 SYCAMORE NEAR LINCOLN | Concrete Slab (2 spans) | -- | 1930 | -- | 13.1 | 29.9 | Poor | 38.5 | 513700010000007 |
| NBI report | Texas Rd 14.4-D.0 | STREAM | 6.4E OF CARLYLE | Concrete Slab (3 spans) | NR possible | 1930 | -- | 7.9 | 29.9 | Fair | 70.4 | 000011043405760 |
| NBI report | Utah Rd 18.2-C.0 | STREAM | 1.0S 1.5W OF MILDRED | Concrete Slab (3 spans) | NR possible | 1930 | -- | 7.9 | 28.9 | Poor | 55.4 | 000011051205740 |
| NBI report | WALNUT STREET | COON CREEK | 23 WALNUT @ BENTON ST. | Concrete Slab | NR possible | 1930 | -- | 20.0 | 22.0 | Poor | 33.5 | 513700010000003 |
| NBI report Bridgehunter | Wyoming Rd 5.4-A.0 | MARTIN CREEK | 1.5N 2.7E OF GENEVA | Steel Stringer/Multi-beam or girder | NR possible | 1930 | -- | 29.9 | 30.8 | Poor | 43.0 | 000011025405700 |
| NBI report | 200 St 1.0-S.9 | STREAM,LWC | 3.0W 1.1N OF PETROLIA | Concrete Slab (2 spans) | NR possible | 1931 | -- | 11.2 | 29.9 | Fair | 64.4 | 000011017006069 |
| NBI report | US59 HWY | BIG CREEK DRAINAGE | 5.70 MI. S. US-54 | Concrete Culvert (3 spans) | -- | 1931 | 1969 | 8.9 | 28.5 | Good | 80.0 | 999905900010161 |
| NBI report | US59 HWY | BIG CREEK DRAINAGE | 1.62 MI. S. US-54 | Concrete Culvert (3 spans) | -- | 1931 | 1969 | 6.9 | 22.3 | Good | 78.0 | 999905900010181 |
| NBI report Bridgehunter | RS 2 | NEOSHO RIVER | W. EDGE OF HUMBOLDT | Concrete Arch - Thru (2 spans) | NR possible | 1932 | -- | 120.1 | 248.0 | Fair | 44.4 | 000000000010070 |
| NBI report | Idaho Rd 10.8-O.0 | STREAM | 5.3E 1.5N OF HUMBOLDT | Concrete Slab (3 spans) | NR possible | 1935 | -- | 7.9 | 29.9 | Fair | 80.4 | 000011035805980 |
| NBI report | Iowa Rd 14.5-N.0 | STREAM | 1.5E 5.0S OF LA HARPE | Concrete Slab (3 spans) | NR possible | 1935 | -- | 7.9 | 24.0 | Fair | 70.4 | 000011043505960 |
| NBI report Bridgehunter | LOCAL RD 1.6-A.0 | STREAM | 1.5N 1.0W OF GENEVA | Concrete Slab (4 spans) | NR possible | 1935 | -- | 9.8 | 47.9 | Fair | 65.5 | 000011017605700 |
| NBI report | LOCAL RD 10.6-A.0 | STREAM | 3.0N 2.5E OF CARLYLE | Concrete Slab (2 spans) | NR possible | 1935 | -- | 12.1 | 26.9 | Fair | 80.4 | 000011035605700 |
| NBI report | RS 1151 | BRANCH OF MARMATON RIVER | 0.8S 0.2W OF BRONSON | Concrete Slab (3 spans) | NR possible | 1935 | -- | 13.1 | 34.1 | Poor | 61.5 | 000000000010460 |
| NBI report | RS 1492 3400 St | BRANCH OF ELM CREEK | 3.0W 0.5N OF JCT US-59&54 | Concrete Slab | NR possible | 1935 | -- | 21.0 | 23.0 | Fair | 70.5 | 000000000010590 |
| NBI report | RS 1492 3400 St. | TRIB. TO ELM CREEK | 3.0W 1.4S OF JCT US-59&54 | Concrete Frame (3 spans) | NR possible | 1935 | -- | 7.9 | 25.6 | Fair | 78.5 | 000000000010560 |
| NBI report | RS 1492 3400 St. | TRIB. TO ELM CREEK | 3.0W 1.3S OF JCT-US 59&54 | Concrete Frame (3 spans) | NR possible | 1935 | -- | 7.9 | 25.6 | Fair | 78.5 | 000000000010570 |
| NBI report | RS 1492 3400 St. | BRANCH OF ELM CREEK | 3.0W 0.5N JCT US 59&54 | Concrete Slab (4 spans) | NR possible | 1935 | -- | 7.9 | 36.1 | Good | 87.5 | 000000000010600 |
| NBI report | RS 4 | BRANCH OF DEER CREEK | 6.6W OF MILDRED | Concrete Slab (2 spans) | NR possible | 1935 | -- | 9.8 | 24.0 | Poor | 70.0 | 000000000010170 |
| NBI report | RS 4 | BRANCH OF DEER CREEK | 5.1W OF MILDRED | Concrete Culvert (5 spans) | NR possible | 1935 | -- | 7.9 | 44.0 | Fair | 72.3 | 000000000010180 |
| NBI report Bridgehunter | RS 4 | MIDDLE CREEK | 2.2E OF MILDRED | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1935 | -- | 43.0 | 89.9 | Fair | 59.1 | 000000000010200 |
| NBI report Bridgehunter | RS 7 2200 St | ROCK CREEK | 1.5N OF GAS | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1935 | -- | 32.2 | 132.9 | Fair | 82.7 | 000000000010350 |
| NBI report | TEXAS RD RS 4 | BRANCH OF DEER CREEK | 1.4W OF CARLYLE | Concrete Culvert (4 spans) | NR possible | 1936 | -- | 8.9 | 40.0 | Fair | 85.4 | 000000000010140 |
| NBI report | 1950 9.8-O.3 | STREAM | 4.3E 1.2N OF HUMBOLDT | Concrete Slab (2 spans) | NR possible | 1940 | -- | 9.8 | 24.0 | Fair | 70.4 | 000011033805983 |
| NBI report | 200 St. 1.0-T.8 | STREAM | 3.0W 0.2N OF PETROLIA | Concrete Slab (2 spans) | NR possible | 1940 | -- | 13.1 | 23.0 | Fair | 68.4 | 000011017006088 |
| NBI report | 2000 St. 10.0-P.7 | STREAM | 4.0E OF HUMBOLDT | Concrete Slab (3 spans) | NR possible | 1940 | -- | 9.8 | 35.1 | Fair | 70.4 | 000011035006007 |
| NBI report | 2000 St. 10.0-Q.0 | STREAM | 4.5E 0.5S OF HUMBOLDT | Concrete Slab (2 spans) | NR possible | 1940 | -- | 9.8 | 24.0 | Fair | 81.4 | 000011035006020 |
| NBI report | 3200 St. 16.0-O.4 | STREAM | 5.0W 2.6N OF ELSMORE | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1940 | -- | 9.8 | 23.0 | Poor | 55.8 | 000011047005984 |
| NBI report | 3600 St. 18.0-I.3 | ELM CREEK | 2.0W OF MORAN | Concrete Slab (5 spans) | NR possible | 1940 | -- | 8.9 | 46.9 | Poor | 66.4 | 000011051005863 |
| NBI report | 3800 St. 19.0-U.7 | STREAM | 3.0W 0.7S OF SAVONBURG | Concrete Slab (2 spans) | NR possible | 1940 | -- | 9.8 | 24.0 | Poor | 48.0 | 000011053006107 |
| NBI report | 400 St. 2.0-K.5 | STREAM | 5.0W 2.5S OF IOLA | Concrete Culvert (3 spans) | NR possible | 1940 | -- | 7.9 | 26.9 | Fair | 68.4 | 000011019005905 |
| NBI report | 4400 St 22.0-S.9 | STREAM | 1.0N OF SAVONBURG | Concrete Culvert (4 spans) | NR possible | 1940 | -- | 7.9 | 35.1 | Fair | 81.4 | 000011059006069 |
| NBI report | Idaho Rd 13.7-O.0 | STREAM | 3.0N 7.2W OF ELSMORE | Concrete Slab (3 spans) | NR possible | 1940 | -- | 9.8 | 35.1 | Fair | 81.4 | 000011041705980 |
| NBI report | LOCAL RD 1.8-J.0 | STREAM | 5.2W 1.0S OF IOLA | Concrete Slab (4 spans) | NR possible | 1940 | -- | 8.9 | 32.2 | Poor | 52.4 | 000011017805880 |
| NBI report | LOCAL RD 11.1-J.0 | STREAM | 2.0W 1.0S OF LA HARPE | Concrete Slab (3 spans) | NR possible | 1940 | -- | 8.9 | 32.2 | Poor | 40.2 | 000011037105880 |
| NBI report | LOCAL RD 12.7-S.0 | STREAM | 2.5S 6.7E OF HUMBOLDT | Concrete Slab (2 spans) | NR possible | 1940 | -- | 9.8 | 24.0 | Fair | 70.4 | 000011039706060 |
| NBI report | LOCAL RD 18.2-S.0 | STREAM | 3.8W 2.0N OF SAVONBURG | Concrete Slab (4 spans) | NR possible | 1940 | -- | 7.9 | 32.2 | Fair | 71.4 | 000011051206060 |
| NBI report | LOCAL RD 20.9-S.0 | STREAM | 1.0S 0.6W OF ELSMORE | Concrete Slab (4 spans) | NR possible | 1940 | -- | 7.9 | 38.1 | Fair | 69.4 | 000011055906060 |
| NBI report | LOCAL RD 21.1-I.0 | MARMATON RIVER | 0.5N 1.0E OF MORAN | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1940 | -- | 12.1 | 27.9 | Poor | 38.0 | 000011057105860 |
| NBI report | LOCAL RD 5.9-L.0 | STREAM | 1.0W 3.0S OF IOLA | Concrete Slab | NR possible | 1940 | -- | 21.0 | 23.0 | Fair | 80.5 | 000011025905920 |
| NBI report Bridgehunter | RS 1158 | NORTH FORK LITTLE OSAGE | 4.2E 0.2N OF MILDRED | Steel Stringer/Multi-beam or girder (3 spans) | NR possible | 1940 | -- | 30.8 | 96.1 | Fair | 77.0 | 000000000010550 |
| NBI report | RS 1492 3400 St. | TRIB. TO ELM CREEK | 3.0W 0.2S OF JCT US-59&54 | Concrete Slab (4 spans) | NR possible | 1940 | -- | 7.9 | 37.1 | Fair | 85.5 | 000000000010580 |
| NBI report | Utah Rd 6.5-C.0 | COTTONWOOD CREEK | 1.0N 1.5W OF CARLYLE | Concrete Slab (2 spans) | NR possible | 1940 | -- | 9.8 | 22.0 | Fair | 80.4 | 000011027505740 |
| NBI report | RS 1 600 St. | ONION CREEK | 2.0W 3.0N OF HUMBOLDT | Concrete Slab (3 spans) | -- | 1948 | -- | 38.1 | 103.0 | Fair | 44.3 | 000000000010050 |
| NBI report | RS 4 W Virginia Rd | BRANCH OF MIDDLE CREEK | 0.2W OF MILDRED | Concrete Culvert (3 spans) | -- | 1948 | -- | 14.1 | 44.0 | Good | 84.4 | 000000000010190 |
| NBI report | OLD US169, K57 HWY | ELM CREEK | 0.86 MI. S. US-54 S. JCT. | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1948 | 2002 | 129.9 | 335.0 | Good | 74.3 | 000000000010710 |
| NBI report | RS 4 Texas Rd | MARTIN CREEK | 1.0E 1.5S OF GENEVA | Concrete Tee beam (3 spans) | -- | 1949 | -- | 63.0 | 155.8 | Good | 78.5 | 000000000010130 |
| NBI report | RS 1153 Arizona Rd | BRANCH OF CANVILLE CREEK | 1.5W OF SAVONBURG | Concrete Tee beam (3 spans) | -- | 1951 | -- | 44.9 | 122.1 | Good | 80.3 | 000000000010490 |
| NBI report | RS 5 2800 St | DEER CREEK | 0.7E 5.4N OF LA HARPE | Concrete Slab (3 spans) | -- | 1951 | -- | 40.0 | 107.0 | Good | 55.8 | 000000000010220 |
| NBI report | RS 5 2800 St | ROCK CREEK | 0.7E 2.4N OF LA HARPE | Concrete Culvert (3 spans) | -- | 1952 | -- | 20.0 | 62.0 | Good | 71.0 | 000000000010210 |
| NBI report | RS 2 Delaware Rd | BRANCH OF BIG CREEK | 3.7W OF ELSMORE | Concrete Slab (3 spans) | -- | 1953 | -- | 33.1 | 92.9 | Good | 61.5 | 000000000010100 |
| NBI report | RS 2096 1200 St | MONARCH OVERPASS | 1.2S OF HUMBOLDT | Concrete Slab (4 spans) | -- | 1953 | -- | 38.1 | 147.0 | Good | 65.9 | 000000000010666 |
| NBI report | RS 2096 1200 St. | MONARCH OVERPASS | 1.0S OF HUMBOLDT | Concrete Slab (7 spans) | -- | 1953 | -- | 32.2 | 226.1 | Fair | 65.9 | 000000000010668 |
| NBI report | RS 2096 1200 St. | COAL CREEK | 1.4S OF HUMBOLDT | Concrete Tee beam (3 spans) | -- | 1953 | 2007 | 90.9 | 224.1 | Good | 65.7 | 000000000010664 |
| NBI report | RS 6 2600 St. | ELM CREEK | 1.2S OF LA HARPE | Concrete Tee beam (3 spans) | -- | 1955 | -- | 59.1 | 155.8 | Good | 68.7 | 000000000010290 |
| NBI report | RS 1726 | MARTIN CREEK | 2.1E 0.5N OF GENEVA | Concrete Tee beam (3 spans) | -- | 1956 | -- | 49.9 | 132.9 | Fair | 75.7 | 000000000010610 |
| NBI report | RS 6 2600 St | NORTH BRANCH COAL CREEK | 5.3S OF LA HARPE | Concrete Culvert (3 spans) | -- | 1957 | -- | 20.0 | 63.0 | Good | 66.4 | 000000000010270 |
| NBI report | 4600 St. 23.0-D.5 | STREAM | 3.5S 3.0E OF MILDRED | Concrete Tee beam (3 spans) | -- | 1958 | -- | 49.9 | 132.9 | Good | 70.0 | 000011061005765 |
| NBI report | RS 1131 Hawaii Rd | OWL CREEK | 4.0W 0.2N OF HUMBOLDT | Concrete Tee beam (3 spans) | -- | 1958 | -- | 82.0 | 207.0 | Fair | 81.7 | 000000000010360 |
| NBI report | RS 1151 | MARMATON RIVER | 0.8S 2.1W OF BRONSON | Concrete Tee beam (3 spans) | -- | 1958 | -- | 49.9 | 132.9 | Good | 70.1 | 000000000010440 |
| NBI report | RS 1154 | DEER CREEK | 2.7N 0.5W JCT.US54&169 | Concrete Tee beam (5 spans) | -- | 1958 | -- | 60.0 | 278.9 | Fair | 59.8 | 000000000010500 |
| NBI report | RS 4 2200 St | DEER CREEK | 3.0E 0.8N OF CARLYLE | Concrete Tee beam (3 spans) | -- | 1958 | -- | 60.0 | 152.9 | Good | 62.6 | 000000000010160 |
| NBI report | US54 HWY | UP RAILROAD | 0.24 MI E US59 | Concrete Slab (3 spans) | -- | 1958 | -- | 44.9 | 119.4 | Fair | 83.2 | 999905400010131 |
| NBI report | US54 HWY | MARMATON RIVER | 2.15 MI E US59 | Concrete Slab (3 spans) | -- | 1958 | -- | 44.9 | 119.8 | Good | 84.0 | 999905400010141 |
| NBI report | 4600 St. 23.0-B.4 | MIDDLE CREEK | 0.5S 3.0E OF MILDRED | Concrete Tee beam (3 spans) | -- | 1959 | -- | 55.1 | 146.0 | Fair | 75.7 | 000011061005724 |
| NBI report | LOCAL RD 14.5-S.0 | STREAM | 7.0W 1.0S OF ELSMORE | Steel Culvert (3 spans) | -- | 1960 | -- | 14.1 | 42.0 | Good | 48.6 | 000011043506060 |
| NBI report | RS 7 2200 St | ELM CREEK | 1.4S OF GAS | Concrete Tee beam (3 spans) | -- | 1960 | -- | 57.1 | 151.9 | Good | 58.4 | 000000000010320 |
| NBI report | RS 1 | OWL CREEK | 1.2W 0.5S OF HUMBOLDT | Concrete Tee beam (3 spans) | -- | 1961 | -- | 84.0 | 207.0 | Fair | 60.4 | 000000000010030 |
| NBI report | RS 1 800 St. | BRANCH OF OWL CREEK | 1.2W 0.7S OF HUMBOLDT | Concrete Culvert (3 spans) | -- | 1961 | -- | 9.8 | 30.8 | Fair | 77.0 | 000000000010020 |
| NBI report | N. COTTONWOOD ST. | COON CREEK | 04 COTTONWOOD/ CARPENTER | Concrete Culvert (2 spans) | -- | 1962 | -- | 14.1 | 28.5 | Good | 77.5 | 413700012105004 |
| NBI report | OLD US169, K57 HWY | DEER CREEK | 3.53 MI N NJCT US54 | Concrete Tee beam (4 spans) | -- | 1962 | -- | 77.1 | 267.1 | Fair | 49.4 | 000000000010730 |
| NBI report | RS 1154 | BRANCH OF DEER CREEK | 2.9N 0.5W JCT US54&169 | Concrete Culvert (3 spans) | -- | 1962 | -- | 12.1 | 39.0 | Fair | 85.4 | 000000000010510 |
| NBI report | RS 1154 | BRANCH OF DEER CREEK | 3.0N 0.7W JCT US54&169 | Concrete Culvert (3 spans) | -- | 1962 | -- | 12.1 | 38.1 | Fair | 81.8 | 000000000010520 |
| NBI report | US59, K52 HWY | S F LITTLE OSAGE RIVER | 2.89 MI N US54 | Concrete Slab (3 spans) | -- | 1962 | -- | 52.2 | 132.6 | Good | 79.5 | 999905900010191 |
| NBI report | US59, K52 HWY | SF LITTLE OSAGE RIVER | 4.99 MI N US54 | Concrete Slab (3 spans) | -- | 1962 | -- | 35.1 | 93.5 | Good | 88.1 | 999905900010201 |
| NBI report | US59, K52 HWY | SF LITTLE OSAGE RIVER | 0.02 MI S ANDERSON COLN | Concrete Tee beam (3 spans) | -- | 1962 | -- | 84.0 | 206.4 | Good | 87.2 | 999905900010211 |
| NBI report | BUCHANAN STREET | COON CREEK | 29 BUCHANAN @ COTTONWOOD | Concrete Culvert (2 spans) | -- | 1963 | -- | 12.1 | 24.9 | Good | 84.3 | 513700010000009 |
| NBI report | RS 5 2800 St. | BRANCH OF DEER CREEK | 0.7E 6.7N OF LA HARPE | Concrete Culvert (3 spans) | -- | 1963 | -- | 12.1 | 39.0 | Fair | 89.5 | 000000000010230 |
| NBI report | RS 1858 | BRANCH OF DEER CREEK | 2.0N 0.3W OF CARLYLE | Concrete Culvert (3 spans) | -- | 1966 | -- | 12.1 | 38.1 | Fair | 78.2 | 000000000010620 |
| NBI report | RS 1858 | BRANCH OF DEER CREEK | 2.0N 0.6E OF CARLYLE | Concrete Culvert (2 spans) | -- | 1966 | -- | 12.1 | 24.9 | Fair | 79.8 | 000000000010630 |
| NBI report | RS 1858 | BRANCH OF DEER CREEK | 2.0N 2.2E OF CARLYLE | Concrete Tee beam (3 spans) | -- | 1966 | -- | 77.1 | 190.0 | Fair | 81.4 | 000000000010640 |
| NBI report | RS 7 2200 St | COAL CREEK | 6.0S OF GAS | Concrete Slab (3 spans) | -- | 1966 | -- | 47.9 | 123.0 | Good | 87.5 | 000000000010300 |
| NBI report | US54 HWY | ELM CREEK DRAINAGE | 4.77 MI. W.US-59 | Concrete Culvert (3 spans) | -- | 1967 | 2003 | 9.8 | 36.1 | Fair | 77.9 | 999905400010101 |
| NBI report | US54 HWY | ELM CREEK | 3.06 MI. W. US-59 | Concrete Culvert (3 spans) | -- | 1967 | 2003 | 9.8 | 31.2 | Good | 61.5 | 999905400010111 |
| NBI report | US54 HWY | ELM CREEK DRAINAGE | 2.47 MI. W. US-59 | Concrete Culvert (2 spans) | -- | 1967 | 2003 | 9.8 | 20.7 | Good | 90.5 | 999905400010121 |
| NBI report | US54 HWY | ROCK CREEK | 0.31 MI. E. US-169 | Concrete Slab (5 spans) | -- | 1969 | -- | 45.9 | 212.6 | Good | 98.1 | 999905400010081 |
| NBI report | US54 HWY | ELM CREEK DRAINAGE | 3.61 MI. E. US-169 | Concrete Culvert (3 spans) | -- | 1969 | -- | 12.1 | 37.4 | Good | 68.3 | 999905400010091 |
| NBI report | 2600 St. 13.0-F.4 | ROCK CREEK | 3.0N OF LA HARPE | Concrete Slab (3 spans) | -- | 1970 | -- | 40.0 | 102.0 | Good | 78.2 | 000011041005804 |
| NBI report | LOCAL RD 23.0-V.0 | STREAM | 1.0S 1.0E OF SAVONBURG | Concrete Slab (3 spans) | -- | 1970 | -- | 9.8 | 34.1 | Fair | 81.5 | 000011061006120 |
| NBI report | US59 HWY | BIG CREEK | 3.87 MI. S. US-54 | Concrete Slab (3 spans) | -- | 1970 | -- | 40.0 | 102.4 | Fair | 96.8 | 999905900010171 |
| NBI report | 3000 St. 15.0-F.8 | ROCK CREEK | 3.0N 2.0E OF LA HARPE | Concrete Slab (2 spans) | -- | 1970 | 1997 | 12.1 | 24.3 | Good | 79.4 | 000011045005808 |
| NBI report | RS 1 800 St. | SCATTER CREEK | 0.6N OF PETROLIA | Concrete Slab (3 spans) | -- | 1971 | -- | 44.9 | 143.1 | Good | 93.9 | 000000000010010 |
| NBI report | LOCAL RD 21.7-I.0 | MARMATON RIVER | 0.5N 1.7E OF MORAN | Concrete Culvert (2 spans) | -- | 1973 | -- | 14.1 | 29.9 | Good | 81.4 | 000011057705860 |
| NBI report | LOCAL RD 9.8-R.0 | STREAM | 3.9E 1.5S OF HUMBOLDT | Concrete Culvert (2 spans) | -- | 1974 | -- | 13.1 | 26.9 | Good | 81.4 | 000011033806040 |
| NBI report | Arizona Rd 7.3-T.8 | STREAM | 4.3S 1.3E OF HUMBOLDT | Concrete Culvert (3 spans) | -- | 1976 | -- | 14.1 | 44.9 | Good | 90.2 | 000011029306088 |
| NBI report | RS 1155 1800 ST | DEER CREEK | 1.0E 0.9S OF CARLYLE | Prestressed Tee beam (3 spans) | -- | 1976 | -- | 51.8 | 143.1 | Fair | 80.8 | 000000000010540 |
| NBI report | Nevada Rd 8.2-I.3 | ROCK CREEK | S.E. EDGE OF IOLA | Prestressed Tee beam (3 spans) | -- | 1977 | -- | 49.9 | 151.9 | Fair | 93.0 | 000011031205863 |
| NBI report | RS 1131 Hawaii Rd | BLOODY RUN CREEK | 2.8W 0.2N OF HUMBOLDT | Concrete Culvert (2 spans) | -- | 1978 | -- | 16.1 | 33.1 | Fair | 80.2 | 000000000010370 |
| NBI report | RS 2 Delaware Rd | BIG CREEK | 3.5W OF ELSMORE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1978 | -- | 51.8 | 167.0 | Good | 97.1 | 000000000010110 |
| NBI report | LOCAL RD. 9.0-J.7 | ELM CREEK | 1.7S 2.0E OF IOLA | Steel Culvert (5 spans) | -- | 1979 | 2005 | 3.9 | 27.9 | Good | 64.5 | 000011033005887 |
| NBI report | 800 St. 4.0-I.6 | STREAM | 3.0W OF IOLA | Steel Culvert (4 spans) | -- | 1980 | -- | 5.9 | 45.9 | Fair | 64.7 | 000011023005866 |
| NBI report | HAWAII RD OLD K224 | US169 HWY | 7.5 MI NE NEOSHO CL | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1980 | -- | 89.9 | 272.7 | Good | 94.4 | 999922400010381 |
| NBI report | LOCAL ROAD | US169 HWY | 6.51 MI NE NEOSHO COLN | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1980 | -- | 89.9 | 282.5 | Good | 96.8 | 999916900010361 |
| NBI report | LOCAL ROAD | US169 HWY | 8.81 MI N NEOSHO COLN | Concrete Box beam or girders - Multiple (4 spans) | -- | 1980 | -- | 92.9 | 268.4 | Good | 97.0 | 999916900010391 |
| NBI report | LOCAL ROAD | U-169 HWY | 1.01 MI. N. OLD U-169 HWY | Concrete Box beam or girders - Multiple (4 spans) | -- | 1980 | -- | 106.0 | 328.8 | Good | 97.0 | 999916900010411 |
| NBI report | LOCAL ROAD | U-169 HWY | 2.57 MI. N. OLD U-169 HWY | Concrete Box beam or girders - Multiple (4 spans) | -- | 1980 | -- | 92.9 | 268.7 | Good | 97.0 | 999916900010431 |
| NBI report | MINNESOTA ROAD | U-169 HWY | 10.30 MI N NEOSHO COLN | Concrete Box beam or girders - Multiple (4 spans) | -- | 1980 | -- | 92.9 | 270.7 | Good | 96.0 | 999916900010401 |
| NBI report | RS0002 | US169 HWY | 7.02 MI NE NEOSHO COLN | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1980 | -- | 89.9 | 282.5 | Good | 96.8 | 999916900010371 |
| NBI report | TANK ROAD | US169 HWY | 5.50 MI NE NEOSHO COLN | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1980 | -- | 89.9 | 272.7 | Fair | 93.8 | 999916900010341 |
| NBI report | U-169 HWY | ELM CREEK | 1.82 MI. N. OLD U-169 HWY | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1980 | -- | 80.7 | 244.1 | Good | 98.0 | 999916900010421 |
| NBI report | US169 HWY | COAL CREEK | 5.96 MI NE NEOSHO COLN | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1980 | -- | 60.4 | 242.8 | Good | 98.0 | 999916900010351 |
| NBI report | 12.0-F.2 2400 St. | ROCK CREEK | 3.0N OF LAHARPE | Concrete Slab (3 spans) | -- | 1981 | -- | 44.0 | 111.9 | Good | 97.6 | 000011039005802 |
| NBI report | 2800 St 14.0-J.3 | STREAM | 1.0S 1.0E OF LA HARPE | Steel Stringer/Multi-beam or girder | -- | 1981 | -- | 47.9 | 49.9 | Fair | 70.4 | 000011043005883 |
| NBI report | 4800 St. 24.0-D.1 | STREAM | 2.0S 4.0E OF MILDRED | Steel Stringer/Multi-beam or girder | -- | 1981 | -- | 62.0 | 63.0 | Fair | 88.4 | 000011063005761 |
| NBI report | Hawaii Rd 19.4-P.0 | STREAM | 2.0N 2.0W OF ELSMORE | Steel Stringer/Multi-beam or girder | -- | 1981 | -- | 42.0 | 44.0 | Good | 57.7 | 000011053406000 |
| NBI report | Hawaii Rd 19.7-P.0 | BIG CREEK | 2.0N 2.0W OF ELSMORE | Steel Stringer/Multi-beam or girder | -- | 1981 | -- | 77.1 | 78.1 | Fair | 66.5 | 000011053706000 |
| NBI report | RS 1158 | MARMATON RIVER | 2.0E 0.5S OF MORAN | Concrete Slab (3 spans) | -- | 1981 | -- | 40.0 | 102.0 | Fair | 97.0 | 000000000010650 |
| NBI report | U-169 HWY | ROCK CREEK | 2.80 MI. N. OLD U-169 HWY | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1981 | 1997 | 60.4 | 243.5 | Good | 98.0 | 999916900010441 |
| NBI report | 2800 St 14.0-K.5 | ELM CREEK | 1.5S 1.0E OF LA HARPE | Steel Stringer/Multi-beam or girder | -- | 1982 | -- | 21.0 | 22.0 | Fair | 60.6 | 000011043005905 |
| NBI report | RS 1150 Iowa Rd | MARMATON RIVER | 3.9E 4.5S OF MORAN | Concrete Slab (3 spans) | -- | 1982 | -- | 56.1 | 142.1 | Good | 98.2 | 000000000010410 |
| NBI report | RS 1151 | STREAM | 3.5E 2.5S OF MORAN | Concrete Culvert (2 spans) | -- | 1982 | -- | 16.1 | 34.1 | Fair | 89.8 | 000000000010450 |
| NBI report | US169 HWY | COAL CREEK DR | 4.27 MI N-NEOSHO CO LINE | Concrete Culvert (3 spans) | -- | 1983 | -- | 7.9 | 25.3 | Good | 98.0 | 999916900010501 |
| NBI report | LOCAL RD | US169 | 4.48 MI N-NEOSHO CO. LINE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1984 | -- | 89.9 | 202.4 | Good | 96.9 | 999916900010511 |
| NBI report | LOCAL ROAD | U169 HWY | 2.66 MI N-NEOSHO CO. LINE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1984 | -- | 111.9 | 241.8 | Good | 95.3 | 999916900010491 |
| NBI report | RS2096 | US169 HWY | 1.31 MI N OF NEOSHO CO LN | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1984 | -- | 94.2 | 207.0 | Fair | 96.0 | 999916900010471 |
| NBI report | US169 HWY | NEOSHO RIVER &LOCAL RD | NEOSHO - ALLEN CO LINE | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1984 | -- | 160.1 | 1204.1 | Good | 97.9 | 999916900010451 |
| NBI report | US169 HWY | SKO R.R. | 1.79 MI N NEOSHO CO LINE | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1984 | -- | 62.7 | 169.6 | Good | 96.0 | 999916900010481 |
| NBI report | LOCAL RD 15.8-T.0 | BIG CREEK,LWC | 5.2W 1.0N OF SAVONBURG | Steel Stringer/Multi-beam or girder | -- | 1985 | -- | 27.9 | 29.9 | Fair | 61.2 | 000011045806080 |
| NBI report | RS 6 3000 St. | BIG CREEK | 6.7W OF SAVONBURG | Prestressed Tee beam (3 spans) | -- | 1985 | -- | 50.9 | 161.1 | Good | 94.0 | 000000000010250 |
| NBI report | US169 HWY | NEOSHO OVERFLOW | 1.10 MI N ALLEN CO LINE | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1985 | -- | 70.5 | 283.5 | Good | 93.6 | 999916900010461 |
| NBI report | RS 2096 | AT & SF RR OVERPASS | 1.9S OF IOLA | Concrete Slab (3 spans) | -- | 1986 | -- | 56.1 | 143.1 | Good | 95.0 | 000000000010690 |
| NBI report | 11.8-G.0 Oregon Rd | ROCK CREEK | 2.5N 1.2W OF LA HARPE | Concrete Slab (3 spans) | -- | 1987 | -- | 47.9 | 123.0 | Good | 98.6 | 000011037805820 |
| NBI report | 2600 St. 13.0-B.9 | DEER CREEK | 1.2N 5.0E OF CARLYLE | Concrete Slab (3 spans) | -- | 1988 | -- | 47.9 | 122.4 | Good | 100.0 | 000011041005729 |
| NBI report | N. WASHINGTON AVE. | COON CREEK | 02 WASH. AT BENTON | Concrete Slab (2 spans) | -- | 1988 | -- | 24.0 | 48.9 | Fair | 75.0 | 413700012101002 |
| NBI report | 1950 9.8-O.9 | COAL CREEK | 4.0E OF HUMBOLDT | Concrete Slab (3 spans) | -- | 1990 | -- | 48.9 | 131.9 | Good | 100.0 | 000011033805989 |
| NBI report | RS 2 | BRANCH OF BIG CREEK | 0.5S 7.7E OF HUMBOLDT | Concrete Culvert (5 spans) | -- | 1991 | -- | 11.2 | 62.0 | Good | 100.0 | 000000000010090 |
| NBI report | US-54 HWY | COON CREEK | 2.2 MI W US-169 | Concrete Culvert (3 spans) | -- | 1994 | -- | 9.8 | 32.5 | Good | 97.7 | 999905400010541 |
| NBI report | US-54 HWY | COON CREEK | 0.64 MI W US-169 | Concrete Slab (5 spans) | -- | 1994 | -- | 56.1 | 254.6 | Good | 99.7 | 999905400010591 |
| NBI report | RS 2 Delaware Rd | BIG CREEK TRIB. | 5.4W OF ELSMORE | Concrete Culvert (4 spans) | -- | 1995 | -- | 8.9 | 39.0 | Good | 100.0 | 000000000010095 |
| NBI report | US-54 HWY | NEOSHO RIVER DRAINAGE | 2.53 MI E WOODSON COLN | Concrete Culvert (3 spans) | -- | 1995 | -- | 14.1 | 44.6 | Good | 97.8 | 999905400010531 |
| NBI report | US-54 HWY | NEOSHO RIVER OVERFLOW | 2.01 MI W US-169 | Concrete Slab (3 spans) | -- | 1996 | -- | 64.0 | 162.4 | Good | 99.8 | 999905400010551 |
| NBI report | US-54 HWY | NEOSHO RIVER OVERFLOW | 1.69 MI W US-169 | Concrete Slab (3 spans) | -- | 1996 | -- | 64.0 | 162.4 | Good | 99.7 | 999905400010561 |
| NBI report | US-54 HWY | NEOSHO RIVER OVERFLOW | 1.45 MI W US-169 | Concrete Slab (3 spans) | -- | 1996 | -- | 64.0 | 162.4 | Good | 99.7 | 999905400010571 |
| NBI report | US-54 HWY | NEOSHO RIVER | 0.99 MI W US-169 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1996 | -- | 153.9 | 402.9 | Good | 98.7 | 999905400010581 |
| NBI report Bridgehunter | Iowa Rd 20.0-N.0 | BIG CREEK | 4.5S OF MORAN | Concrete Slab (3 spans) | -- | 1997 | -- | 47.9 | 123.0 | Good | 100.0 | 000011055005960 |
| NBI report | LOCAL RD 14.4-V.0 | TRIB. BIG CREEK | 8.4E 5.5S OF HUMBOLDT | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1998 | -- | 60.0 | 180.1 | Good | 100.0 | 000011043406120 |
| NBI report | US-169 HWY | US-54 HWY | 8.0 MI S OF ALLEN NCOLN | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1998 | -- | 98.1 | 256.6 | Good | 94.0 | 999916900010601 |
| NBI report | US-54 HWY | ROCK CREEK OVERFLOW | 0.09 MI E U169/U54 JCT | Concrete Culvert (3 spans) | -- | 1998 | -- | 9.8 | 32.2 | Good | 85.0 | 999905400010631 |
| NBI report Bridgehunter | 2000 St. 10.0-R.1 | STREAM | 4.0E 1.6S OF HUMBOLDT | Concrete Culvert (7 spans) | -- | 1999 | -- | 11.2 | 80.1 | Good | 100.0 | 000011035006041 |
| NBI report | RS 2 | RELIEF OF NEOSHO RIVER | 0.2W OF HUMBOLDT | Concrete Slab (6 spans) | -- | 2000 | -- | 45.9 | 256.9 | Good | 93.4 | 000000000010060 |
| NBI report | US 169 | DEER CREEK | 3.65 MI S OF ALLEN NCOLN | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2000 | -- | 89.9 | 272.7 | Good | 99.6 | 999916900010611 |
| NBI report | US-169 HWY | CARLYLE CREEK TRIBUTARY | 1.25 MI S OF ALLEN NCOLN | Concrete Slab (3 spans) | -- | 2000 | -- | 52.2 | 132.6 | Good | 100.0 | 999916900010621 |
| NBI report Bridgehunter | RS 1148 1250 St. | COAL CREEK | S. EDGE OF HUMBOLDT | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2001 | -- | 82.0 | 215.9 | Good | 93.0 | 000000000010395 |
| NBI report | OLD US169, K57 HWY | NEOSHO RIVER DRAINAGE | 12.27 MI N NEOSHO COLN | Concrete Culvert (3 spans) | -- | 2002 | -- | 12.1 | 37.4 | Good | 98.7 | 000000000010700 |
| NBI report | LINCOLN STREET | COON CREEK | 30 LINCOLN NEAR SYCAMORE | Concrete Culvert (3 spans) | -- | 2003 | -- | 9.8 | 31.2 | Good | 96.8 | 513700010000010 |
| NBI report | LOCAL RD 8.3-J.0 | ELM CREEK | 1.0S.E. OF IOLA | Concrete Slab (3 spans) | -- | 2003 | -- | 65.6 | 167.0 | Good | 99.9 | 000011031305880 |
| NBI report Bridgehunter | 4300 St. 21.5-A.8 | MIDDLE CREEK | 0.2N 1.5E OF MILDRED | Concrete Slab (3 spans) | -- | 2004 | -- | 39.4 | 101.1 | Good | 100.0 | 000011057505708 |
| NBI report | LOCAL RD 8.9-R.0 | STREAM | 2.9E 1.5S OF HUMBOLDT | Steel Culvert (5 spans) | -- | 2005 | -- | 3.9 | 47.9 | Good | 69.7 | 000011031906040 |
| NBI report | RS 2 Georgia Rd | COAL CREEK | 1.4E OF HUMBOLDT | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2006 | -- | 66.3 | 266.1 | Good | 91.4 | 000000000010080 |
| NBI report Bridgehunter | LOCAL RD 17.3-S.0 | BIG CREEK | 4.2W 1.0S OF ELSMORE | Concrete Slab (3 spans) | -- | 2007 | -- | 64.0 | 163.1 | Good | 100.0 | 000011049306060 |
| NBI report | LOCAL RD. 17.4-S.0 | Trib. to Big Creek | 4.16W 1.0S of Elsmore | Concrete Culvert (2 spans) | -- | 2007 | -- | 14.1 | 28.5 | Good | 100.0 | 000011049406060 |
| NBI report Bridgehunter | FAU 2103 JEFF AVE | COON CREEK | 03 N. JEFF. @ DOUGLAS | Concrete Culvert (2 spans) | NR possible | 2010 | -- | 12.1 | 24.6 | Good | 96.4 | 413700012103003 |
| NBI report | RS 2096 1150 St | TRIB. TO NEOSHO RIVER | 5.2S OF HUMBOLDT | Concrete Slab (4 spans) | NR possible | 2010 | -- | 71.9 | 254.6 | Good | 93.7 | 000000000010660 |
| NBI report | LOCAL RD. 2.8-P.6 | OWL CREEK | 3.4W OF HUMBOLDT | Concrete Slab (3 spans) | -- | 2015 | -- | 64.0 | 162.4 | Good | 100.0 | 000011019706011 |
| NBI report | US59 HWY | CANVILLE CREEK | 2.65 MI N K 39 E JCT | Concrete Slab (3 spans) | -- | 2015 | -- | 32.2 | 82.4 | Good | 100.0 | 999905900010651 |
| NBI report | 600 St. 3.0-T.2 | STREAM | 0.8N 1.0W OF PETROLIA | Concrete Slab (3 spans) | -- | 2017 | -- | 40.0 | 102.4 | Good | 97.0 | 000011021006083 |