| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| NBI report | S.H. 125 | CREEK | 2.7 MI N DELAWARE CO | Concrete Culvert (2 spans) | -- | 1918 | -- | 9.8 | 23.0 | Good | 91.7 | 005360000000000 |
| NBI report | S.H. 125 | CREEK | 3.1 MI N DELAWARE CO | Concrete Culvert (2 spans) | -- | 1918 | -- | 7.9 | 25.9 | Good | 91.7 | 005390000000000 |
| NBI report | S.H. 125 | CREEK | 4.6 MI N DELAWARE CO | Concrete Culvert (2 spans) | -- | 1918 | -- | 9.8 | 25.9 | Good | 91.7 | 005480000000000 |
| NBI report Bridgehunter | IRR E0120 | CREEK | 2S .6W JCT SH10/SH137 | Concrete Arch - Deck (3 spans) | -- | 1919 | -- | 5.9 | 25.9 | Poor | 33.9 | 006990000000000 |
| NBI report | IRR N4570 | LITTLE ELM CREEK | N4570E0100003 | Concrete Slab (3 spans) | -- | 1919 | -- | 12.1 | 43.0 | Poor | 34.0 | 007050000000000 |
| NBI report | E0170 | CREEK | .7E OF U.S. 69 | Concrete Slab (2 spans) | -- | 1920 | -- | 9.8 | 27.9 | Poor | 34.0 | 008170000000000 |
| NBI report | IRR N4680 | SYCAMORE CREEK | 4.5 E1.0 N. OF WYANDOTTE | Concrete Slab (3 spans) | Closed | 1925 | -- | 12.1 | 44.0 | Poor | 24.3 | 015340000000000 |
| NBI report | IRR 5812C | CREEK | 0.1 E. OF PEORIA | Concrete Culvert (2 spans) | -- | 1930 | -- | 9.8 | 21.7 | Fair | 81.0 | 026150000000000 |
| NBI report Bridgehunter | IRR E0010 | FOUR MILE CREEK | 5.5W 1.0NOF PITCHER | Steel Truss - Thru | -- | 1930 | -- | 82.0 | 83.7 | Fair | 29.8 | 031140000000000 |
| NBI report Bridgehunter | IRR E0040 | ELM CREEK | 1.N 1.5W OF COMMERCE | Steel Truss - Thru | Closed | 1930 | -- | 81.0 | 81.0 | Fair | 37.9 | 031150000000000 |
| NBI report Bridgehunter | IRR E0125 | MODOCK CREEK | .4E OF CR N4670 | Steel Truss - Thru | Closed | 1930 | -- | 66.9 | 69.9 | Poor | 22.9 | 030540000000000 |
| NBI report | IRR E0200 | CREEK | 3.2 E.&1.5 S. OF FAIRLAND | Steel Stringer/Multi-beam or girder | Closed | 1930 | -- | 21.0 | 24.0 | Poor | 38.0 | 026130000000000 |
| NBI report | U.S. 69 ALT. | CREEK | 6.5 MI E US 69 | Concrete Culvert (3 spans) | -- | 1933 | -- | 9.8 | 39.0 | Fair | 93.0 | 039290000000000 |
| NBI report | U.S. 69 ALT. | CREEK | 5.8 MI E US 69 | Concrete Culvert (3 spans) | -- | 1933 | 1956 | 7.9 | 27.9 | Good | 93.0 | 038660000000000 |
| NBI report | E0020 | SQUAW CREEK | 9.4 W OF US 69 | Concrete Slab (3 spans) | -- | 1935 | -- | 9.8 | 62.0 | Good | 53.5 | 122930000000000 |
| NBI report | IRR N4520 | CREEK | 1.0 E. & 1.4 S. OF AFTON | Concrete Slab | -- | 1935 | 2004 | 20.0 | 20.0 | Fair | 52.3 | 042480000000000 |
| NBI report | IRR E0160 | CREEK | 2.4 N. 1.7 W. OF FAIRLAND | Concrete Slab (3 spans) | -- | 1936 | -- | 9.8 | 34.1 | Fair | 69.2 | 048480000000000 |
| NBI report | JOSEPHINE SMITH PK | CREEK | .9 S OF LINCOLNVILLE | Concrete Slab (4 spans) | -- | 1936 | -- | 12.1 | 63.0 | Poor | 54.1 | 092750000000000 |
| NBI report Bridgehunter | OLD U.S. 59 | CREEK | 2.5 W. 1.0N. DOTYVILLE | Concrete Arch - Deck (3 spans) | NR eligible | 1936 | -- | 12.1 | 43.0 | Fair | 69.1 | 049240000000000 |
| NBI report Bridgehunter | U.S. 60 | HORSE CREEK | 2.6 MI N DELAWARE | Steel Stringer/Multi-beam or girder (3 spans) | NR listed | 1936 | -- | 60.0 | 143.1 | Poor | 29.9 | 050170000000000 |
| NBI report | U.S. 59 | CREEK | 2.2 MI N OF TURNPIKE | Concrete Culvert (2 spans) | -- | 1936 | 1996 | 9.8 | 23.0 | Good | 93.3 | 047780000000000 |
| NBI report | U.S. 59 | CREEK | 6.7 MI N TURNPIKE | Concrete Culvert (2 spans) | -- | 1936 | 1997 | 9.8 | 23.0 | Good | 92.6 | 047870000000000 |
| NBI report | 5838C | CREEK | 2.5E & 4.5S OF FAIRFIELD | Concrete Slab (2 spans) | -- | 1938 | -- | 9.8 | 24.0 | Fair | 44.1 | 055350000000000 |
| NBI report | E0170 | CREEK | 1N 2.2E OF FAIRLAND | Concrete Slab (2 spans) | -- | 1938 | -- | 12.1 | 24.9 | Fair | 59.7 | 060070000000000 |
| NBI report | IRR 5836C | CREEK | 1.5W .4S OF PITCHER | Concrete Culvert (3 spans) | -- | 1938 | -- | 9.8 | 35.1 | Good | 79.1 | 060630000000000 |
| NBI report | IRR E0060 | CREEK | 2.3W 0.5N OF MIAMI | Concrete Slab (3 spans) | -- | 1938 | -- | 12.1 | 37.1 | Fair | 74.8 | 062700000000000 |
| NBI report | IRR E0060 | WARREN BRANCH | 1.0E &1.0N OF PEORIA | Concrete Slab (5 spans) | -- | 1938 | -- | 9.8 | 58.1 | Fair | 75.8 | 064460000000000 |
| NBI report | IRR E0060 | BRANCH CREEK | 1.N 2E OF PEORIA | Concrete Slab | -- | 1938 | -- | 20.0 | 21.0 | Fair | 74.8 | 176890000000000 |
| NBI report | IRR E0094 | CREEK | 12E .5N OF MIAMI | Concrete Slab (2 spans) | -- | 1938 | -- | 9.8 | 22.0 | Fair | 59.7 | 060180000000000 |
| NBI report | IRR E0166 | CREEK | E0166N4660001 | Concrete Slab (2 spans) | -- | 1938 | -- | 9.8 | 22.0 | Fair | 74.8 | 060130000000000 |
| NBI report Bridgehunter | IRR N4510 | CREEK | 2W 4.5N OF NARCISSA | Concrete Arch - Deck (2 spans) | -- | 1938 | -- | 12.1 | 26.9 | Poor | 37.9 | 060660000000000 |
| NBI report | IRR N4540 | CREEK | 1.6S & 1.0N OF NARCISSA | Concrete Slab (2 spans) | -- | 1938 | -- | 12.1 | 26.9 | Poor | 43.7 | 060690000000000 |
| NBI report | IRR N4550 | CREEK | N4550E0130007 | Concrete Slab (2 spans) | -- | 1938 | -- | 9.8 | 22.0 | Fair | 72.8 | 055260000000000 |
| NBI report | IRR N4640 | FLINT CREEK | .5N OF HWY 10 | Concrete Slab (4 spans) | -- | 1938 | -- | 10.8 | 51.8 | Fair | 70.0 | 064060000000000 |
| NBI report | IRR N4645 | WARREN BRANCH | 8.E 2.2 N OF MIAMI | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1938 | -- | 29.9 | 91.9 | Poor | 57.7 | 065120000000000 |
| NBI report | IRR N4660 | CREEK | E0166N4670000 | Concrete Slab (4 spans) | -- | 1938 | -- | 10.5 | 46.6 | Fair | 80.6 | 063900000000000 |
| NBI report | N4510 | CREEK | 1.25S 2W OF NARCISSA | Concrete Slab | -- | 1938 | -- | 20.0 | 20.0 | Fair | 56.6 | 055270000000000 |
| NBI report | N4530 | CREEK | 3.5 MI N OF NARCISSA | Concrete Arch - Deck (3 spans) | -- | 1938 | -- | 12.1 | 45.9 | Poor | 37.9 | 063120000000000 |
| NBI report Bridgehunter | N4530 | CREEK | 3.5 MI N OF NARCISSA | Concrete Arch - Deck (3 spans) | -- | 1938 | -- | 12.1 | 45.9 | Poor | 34.9 | 063130000000000 |
| NBI report | N4580 | CREEK | .5S.E. & S.E. OF FAIRLAN | Concrete Slab (2 spans) | -- | 1938 | -- | 12.1 | 24.9 | Fair | 74.7 | 055290000000000 |
| NBI report | U.S. 69 | CREEK | 2.4 MI N US 69A | Concrete Culvert (2 spans) | -- | 1938 | 1960 | 9.8 | 23.0 | Good | 77.9 | 060410000000000 |
| NBI report | IRR 5844C | LITTLE FIVE MILE CREEK | N4650E0020004 | Steel Stringer/Multi-beam or girder | -- | 1938 | 2006 | 28.9 | 32.2 | Fair | 69.3 | 060620000000000 |
| NBI report | BNSF R.R. | U.S. 69 ALT. UNDER | 1.2 MI E US 69 | Steel Girder and floorbeam system | -- | 1939 | -- | 4.6 | -- | -- | -- | 073010000000000 |
| NBI report Bridgehunter | E0020 | FOUR MILE CREEK | 5.7W OF US 69 | Steel Truss - Thru | -- | 1939 | -- | 70.2 | 73.2 | Poor | 29.3 | 072730000000000 |
| NBI report Bridgehunter | E0190 | CREEK | 0.1 MI W OF N4520 | Concrete Arch - Deck (2 spans) | -- | 1939 | -- | 12.1 | 29.9 | Poor | 38.9 | 070840000000000 |
| NBI report Bridgehunter | E0190 | CREEK | 3.2 NE 1.2 E OF AFTON | Concrete Arch - Deck (2 spans) | -- | 1939 | -- | 12.1 | 29.9 | Poor | 38.9 | 070860000000000 |
| NBI report | E0200 | CREEK | 1S&1.7W JCTUS60&SH125 | Concrete Slab (2 spans) | -- | 1939 | -- | 12.1 | 29.9 | Poor | 45.7 | 070890000000000 |
| NBI report | IRR 5806C | CREEK | 1.2E OF QUAWPAW ON PRO | Concrete Slab (2 spans) | -- | 1939 | -- | 9.8 | 22.3 | Poor | 42.6 | 069020000000000 |
| NBI report | IRR E0020 | LYTLE CREEK | E0020N4590001 | Concrete Culvert (3 spans) | -- | 1939 | -- | 9.8 | 32.2 | Good | 72.5 | 070930000000000 |
| NBI report | IRR E0050 | CREEK | 2.5 W. OF COMMERCE | Concrete Slab (3 spans) | -- | 1939 | -- | 9.8 | 36.1 | Fair | 84.8 | 070870000000000 |
| NBI report Bridgehunter | IRR E0060 | ELM CREEK | E0060N4530001 | Concrete Slab (4 spans) | -- | 1939 | -- | 9.8 | 40.0 | Fair | 69.9 | 072340000000000 |
| NBI report | IRR E0090 | CREEK | 1.N 2.2E OF 137 & 10 | Concrete Slab (2 spans) | -- | 1939 | -- | 12.1 | 26.2 | Poor | 39.0 | 069030000000000 |
| NBI report Bridgehunter | IRR E0140 | CREEK | 1.N 2.E OF NARCISSA | Concrete Arch - Deck (2 spans) | -- | 1939 | -- | 12.1 | 27.9 | Fair | 41.8 | 068950000000000 |
| NBI report | IRR E0140 | CREEK | E0140N4550007 | Concrete Slab (2 spans) | -- | 1939 | -- | 9.8 | 21.0 | Poor | 58.8 | 068960000000000 |
| NBI report | IRR E0170 | CREEK | E0170N4550008 | Concrete Slab (2 spans) | -- | 1939 | -- | 12.1 | 26.9 | Fair | 66.3 | 068970000000000 |
| NBI report | IRR E0170 | CREEK | E0170N4550005 | Concrete Slab (2 spans) | -- | 1939 | -- | 9.8 | 32.2 | Fair | 68.1 | 070900000000000 |
| NBI report | IRR E0180 | CREEK | 0.4 N. 1.0 W. FAIRLAND | Concrete Arch - Deck (2 spans) | -- | 1939 | -- | 12.1 | 26.9 | Poor | 58.8 | 068980000000000 |
| NBI report | IRR E0210 | CREEK | 2.5 S. & 1.2 E. FAIRLAND | Concrete Slab | -- | 1939 | -- | 20.0 | 22.0 | Poor | 39.0 | 069000000000000 |
| NBI report Bridgehunter | IRR N4520 | CREEK | 0.4 MI S OF E0190 | Concrete Arch - Deck (2 spans) | -- | 1939 | -- | 12.1 | 28.9 | Poor | 39.0 | 066130000000000 |
| NBI report | IRR N4520 | HORSE CREEK | 2.4 N. & 1.0 E. OF AFTON | Concrete Slab (3 spans) | -- | 1939 | -- | 9.8 | 36.1 | Fair | 72.8 | 069610000000000 |
| NBI report | IRR N4540 | LITTLE HORSE CREEK | .1 N. & 3.0 E. OF AFTON | Concrete Slab (3 spans) | -- | 1939 | -- | 16.1 | 56.1 | Poor | 50.7 | 072220000000000 |
| NBI report | IRR N4570 | CREEK | 1.2 W OF QUAPAW | Concrete Slab (2 spans) | -- | 1939 | -- | 12.1 | 24.9 | Poor | 40.5 | 065950000000000 |
| NBI report | IRR N4580 | LYTLE CREEK | 1E OF PITCHER | Concrete Slab (2 spans) | -- | 1939 | -- | 9.8 | 22.3 | Fair | 74.8 | 280280000000000 |
| NBI report | IRR N4590 | CREEK | 1.6E&0.5 N OF FAIRLAND | Concrete Slab (2 spans) | -- | 1939 | -- | 9.8 | 22.0 | Fair | 67.0 | 066090000000000 |
| NBI report | IRR N4608 | CREEK | 1N .8E OF OTTAWA | Concrete Slab (2 spans) | -- | 1939 | -- | 9.8 | 22.0 | Fair | 72.8 | 280310000000000 |
| NBI report | IRR N4650 | FLINT CREEK | .1N OF HWY 10 & 10C | Concrete Slab (3 spans) | -- | 1939 | -- | 9.8 | 34.1 | Fair | 70.1 | 069540000000000 |
| NBI report | IRR N4674 | CREEK | 2.5S & 3.2E OF WYANDOTTE | Concrete Slab (2 spans) | -- | 1939 | -- | 9.8 | 24.0 | Poor | 41.6 | 066110000000000 |
| NBI report Bridgehunter | N4520 | CREEK | 3.0NE 1.8 E OF AFRON | Concrete Arch - Deck (2 spans) | -- | 1939 | -- | 12.1 | 26.9 | Fair | 50.5 | 066120000000000 |
| NBI report | N4520 | CREEK | 2.5 NE 1 E OF AFTON | Concrete Arch - Deck (2 spans) | -- | 1939 | -- | 12.1 | 28.9 | Poor | 38.9 | 066140000000000 |
| NBI report | N4550 | HUDSON CREEK | 2.0E&1.2S OF NARISSA | Concrete Slab (3 spans) | -- | 1939 | -- | 14.1 | 49.9 | Fair | 70.1 | 072210000000000 |
| NBI report | N4560 | CREEK | 4.0MI.N.&1.4W FAIRLAND | Concrete Slab (2 spans) | -- | 1939 | -- | 14.1 | 32.2 | Fair | 41.5 | 069570000000000 |
| NBI report Bridgehunter | N4590 | CREEK | 1.5N. 1.8E. FAIRLAND | Concrete Arch - Deck (2 spans) | -- | 1939 | -- | 12.1 | 26.9 | Poor | 53.3 | 066040000000000 |
| NBI report | N4530 | HORSE CREEK | 2.0E.&.5S. OF AFTON | Concrete Slab (3 spans) | -- | 1939 | 2009 | 20.0 | 64.0 | Poor | 38.8 | 072380000000000 |
| NBI report | 5834C | CREEK | 5.0W&.25S OF N. MIAMI | Steel Stringer/Multi-beam or girder | -- | 1940 | -- | 24.0 | 25.9 | Fair | 63.8 | 081420000000000 |
| NBI report | E0188 | CREEK | 2.5S & 2.5E OF WYANDOTTEE | Steel Stringer/Multi-beam or girder | -- | 1940 | -- | 22.0 | 25.9 | Poor | 32.0 | 081630000000000 |
| NBI report | IRR 5802C | ELM CREEK | 2.2W OF CARDIN | Concrete Slab (3 spans) | -- | 1940 | -- | 12.1 | 41.0 | Poor | 54.0 | 090310000000000 |
| NBI report Bridgehunter | IRR 5802C | FOUR MILE CREEK | 6.7W OF US 69 | Concrete Arch - Deck (4 spans) | -- | 1940 | -- | 20.0 | 86.0 | Poor | 14.9 | 093690000000000 |
| NBI report | IRR 5834C | CREEK | 6.5 N. & 1.0 W. OF AFTON | Steel Stringer/Multi-beam or girder | -- | 1940 | -- | 29.9 | 29.9 | Poor | 48.5 | 082230000000000 |
| NBI report | IRR 5840C | SHAWNEE BRANCH | 2.8S 1.2W 10&10C | Concrete Slab (2 spans) | -- | 1940 | -- | 12.1 | 26.9 | Fair | 73.8 | 081580000000000 |
| NBI report | IRR 5844C | CREEK | 1.N.E. 0.5 E. OF PEORIA | Concrete Slab (2 spans) | -- | 1940 | -- | 9.8 | 20.0 | Poor | 54.0 | 081610000000000 |
| NBI report | IRR 5848C | CREEK | .3 N. & .7 W. OF AFTON | Concrete Slab | -- | 1940 | -- | 20.0 | 20.0 | Fair | 61.5 | 081400000000000 |
| NBI report | IRR E0022 | LYTLE CREEK | ON 7TH ST IN PITCHER | Concrete Slab (2 spans) | -- | 1940 | -- | 19.4 | 44.0 | Poor | 41.0 | 209720000000000 |
| NBI report | IRR E0050 | WARREN BRANCH | 2.N 1.E OF PEORIA | Steel Stringer/Multi-beam or girder | -- | 1940 | -- | 30.2 | 30.2 | Poor | 41.9 | 087000000000000 |
| NBI report | IRR E0140 | CREEK | 1.0N&0.9W OF NARCISSA | Steel Stringer/Multi-beam or girder | -- | 1940 | -- | 27.9 | 28.9 | Poor | 37.2 | 081440000000000 |
| NBI report | IRR E0174 | CREEK | 2.0 E. 1.0 N. OF FAIRLAND | Steel Stringer/Multi-beam or girder | -- | 1940 | -- | 20.0 | 21.0 | Poor | 26.4 | 081550000000000 |
| NBI report | IRR E0200 | HORSE CREEK | E0200N4510007 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1940 | -- | 29.9 | 63.0 | Poor | 35.4 | 092720000000000 |
| NBI report | IRR E0230 | CREEK | 4.5 E. LN TURKEY FORD | Steel Stringer/Multi-beam or girder | -- | 1940 | -- | 24.9 | 25.9 | Fair | 70.3 | 081650000000000 |
| NBI report | IRR E0230 | HORSE CREEK | E0230N4520003 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1940 | -- | 29.9 | 90.9 | Fair | 66.7 | 094020000000000 |
| NBI report | IRR N4470 | SQUAW CREEK | N4490E0020008 | Steel Stringer/Multi-beam or girder | -- | 1940 | -- | 24.9 | 24.9 | Fair | 63.1 | 073560000000000 |
| NBI report | IRR N4550 | CREEK | 2.7S.& 2.5 W. OF FAIRLAND | Concrete Slab (3 spans) | -- | 1940 | -- | 9.8 | 34.1 | Poor | 58.8 | 082280000000000 |
| NBI report | IRR N4580 | LINK CREEK | .6E OF FAIRLAND | Concrete Slab (2 spans) | -- | 1940 | -- | 9.8 | 22.0 | Fair | 53.6 | 073720000000000 |
| NBI report | IRR N4676 | CREEK | 1.5S .5E OF PEORIA | Concrete Slab (2 spans) | -- | 1940 | -- | 13.1 | 25.9 | Poor | 45.7 | 073610000000000 |
| NBI report | N4550 | CREEK | 2.5W&2.0S OF FAIRLAND | Concrete Slab (3 spans) | -- | 1940 | -- | 11.2 | 36.1 | Poor | 47.7 | 069620000000000 |
| NBI report | S.H. 10 C | CREEK | 0.9 MI E SH10 | Concrete Culvert (2 spans) | -- | 1940 | -- | 9.8 | 23.0 | Good | 73.3 | 081770000000000 |
| NBI report | S.H. 10 C | CREEK | 4.3 MI E SH10 | Concrete Culvert (2 spans) | -- | 1940 | -- | 9.8 | 30.8 | Fair | 62.0 | 087110000000000 |
| NBI report | S.H. 10 C | FLINT CREEK | 0.6 MI E SH10 | Concrete Culvert (3 spans) | -- | 1940 | -- | 14.1 | 47.9 | Fair | 78.8 | 090350000000000 |
| NBI report | S.H. 10 C | CREEK | 1.5 MI E SH10 | Concrete Culvert (3 spans) | -- | 1940 | -- | 9.8 | 46.9 | Fair | 73.3 | 090380000000000 |
| NBI report | U.S. 60 | SPRING RIVER | 11.3 MI E US 69 | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1940 | -- | 113.9 | 549.9 | Fair | 57.8 | 095440000000000 |
| NBI report Bridgehunter | U.S. 60 | NEOSHO RIVER | 11.1 MI E US 69 | Steel Stringer/Multi-beam or girder (7 spans) | -- | 1940 | -- | 113.9 | 605.0 | Fair | 57.8 | 095450000000000 |
| NBI report | E0125 | LOST CREEK | .5W OF SENECA | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1940 | 1998 | 29.9 | 61.0 | Fair | 59.1 | 092760000000000 |
| NBI report | IRR N4590 | ELM CREEK | 2.E 1.4N OF MIAMI | Concrete Slab (2 spans) | -- | 1941 | -- | 9.8 | 22.0 | Fair | 51.3 | 095560000000000 |
| NBI report | U.S. 60 | CREEK | 13.4 MI E US 69 | Concrete Slab | -- | 1942 | -- | 24.9 | 24.9 | Fair | 80.4 | 099090000000000 |
| NBI report | S.H. 10 | CREEK | 5.4 MI N DELAWARE CO | Concrete Culvert (2 spans) | -- | 1944 | -- | 9.8 | 23.0 | Fair | 75.3 | 100970000000000 |
| NBI report | S.H. 10 | CREEK | 6. MI N DELAWARE CO | Concrete Culvert (2 spans) | -- | 1944 | -- | 9.8 | 23.0 | Fair | 89.9 | 100980000000000 |
| NBI report | S.H. 10 | CREEK | 7.6 MI N DELAWARE CO | Concrete Culvert (2 spans) | -- | 1944 | -- | 9.8 | 23.0 | Fair | 86.7 | 101000000000000 |
| NBI report | S.H. 10 | CREEK | 0.1 MI S US60 | Concrete Culvert (2 spans) | -- | 1944 | -- | 7.9 | 26.9 | Fair | 77.5 | 101010000000000 |
| NBI report | U.S. 59 | CREEK | 2.4 MI NW DELAWARE CO | Concrete Culvert (2 spans) | -- | 1944 | -- | 9.8 | 30.8 | Good | 85.5 | 101070000000000 |
| NBI report | U.S. 60 | CREEK | 7.0 MI E US 69 | Concrete Culvert (2 spans) | -- | 1944 | -- | 9.8 | 25.9 | Fair | 70.1 | 100990000000000 |
| NBI report Bridgehunter | IRR 5818C | CREEK | 2.4 N. 1.0 E. OF FAIRLAND | Concrete Arch - Deck (2 spans) | -- | 1945 | -- | 12.1 | 28.9 | Fair | 58.4 | 101970000000000 |
| NBI report | S.H. 10 | CREEK | 2.9 MI N DELAWARE CO | Concrete Culvert (3 spans) | -- | 1947 | -- | 14.1 | 46.9 | Fair | 87.4 | 106790000000000 |
| NBI report | S.H. 10 SD | CREEK | 60' W OF SH 10 | Concrete Culvert (2 spans) | -- | 1947 | -- | 9.8 | 23.0 | Good | 96.5 | 106130000000000 |
| NBI report | U.S. 60 | CREEK | 0.8 MI E SH10 | Concrete Culvert (3 spans) | -- | 1948 | -- | 7.9 | 26.9 | Good | 83.0 | 108310000000000 |
| NBI report | U.S. 60 | CREEK | 1.3 MI E SH10 | Concrete Culvert (3 spans) | -- | 1948 | -- | 7.9 | 26.9 | Good | 83.0 | 108320000000000 |
| NBI report | U.S. 60 | CREEK | 0.9 MI E SH10 | Concrete Culvert (3 spans) | -- | 1948 | -- | 7.9 | 30.8 | Fair | 85.4 | 108730000000000 |
| NBI report | U.S. 60 | CREEK | 1.9 MI E SH10 | Concrete Culvert (3 spans) | -- | 1948 | -- | 9.8 | 38.1 | Fair | 93.7 | 108740000000000 |
| NBI report | U.S. 59 | COAL CREEK | 0.9 MI W US 69 | Concrete Culvert (3 spans) | -- | 1949 | -- | 13.1 | 46.9 | Good | 87.9 | 110530000000000 |
| NBI report | E0080 | CREEK | 22ND AVE @ R/R | Concrete Culvert (2 spans) | -- | 1950 | -- | 7.9 | 36.1 | Fair | 74.5 | 119290000000000 |
| NBI report | IRR E0020 | CREEK | 6.2W OF US 69 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1950 | -- | 9.8 | 24.0 | Fair | 74.1 | 115920000000000 |
| NBI report | IRR E0180 | CREEK | 1.5E .3N OF FAIRLAND | Concrete Slab | -- | 1950 | -- | 20.0 | 22.0 | Poor | 51.7 | 115970000000000 |
| NBI report | U.S. 69 | CREEK | 3.4 MI N US 59 | Concrete Culvert (3 spans) | -- | 1950 | -- | 17.1 | 53.2 | Good | 76.9 | 122240000000000 |
| NBI report | S.H. 10 | CREEK | 4.1 MI W SH10C | Concrete Culvert (2 spans) | -- | 1952 | -- | 9.8 | 32.2 | Good | 83.1 | 127530000000000 |
| NBI report | U.S. 60 | CREEK | 4.0 MI E US 69 | Concrete Culvert (2 spans) | -- | 1956 | -- | 9.8 | 23.0 | Good | 89.9 | 135650000000000 |
| NBI report | U.S. 60 | CREEK | 1.5 MI E US 69 | Concrete Culvert (3 spans) | -- | 1956 | -- | 9.8 | 33.1 | Good | 95.4 | 135980000000000 |
| NBI report | U.S. 60 | CREEK | 3.0 MI E US 69 | Concrete Culvert (3 spans) | -- | 1956 | -- | 9.8 | 46.9 | Fair | 88.7 | 136160000000000 |
| NBI report Bridgehunter | U.S. 60 | U.S. 59 UNDER | 7.5 MI NW DELAWARE CO | Concrete Frame (4 spans) | -- | 1956 | -- | 41.0 | 144.0 | Good | 69.5 | 136510000000000 |
| NBI report | WILL ROGERS TPI-44 | CREEK | 68.20 MI NE OF TP GATE | Concrete Culvert (2 spans) | -- | 1956 | -- | 12.1 | 28.9 | Good | 82.0 | 135760000000000 |
| NBI report Bridgehunter | OLD S.H. 137 | WILL ROGERS TP I-44 UND | 9.4 MI N US60 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1956 | 1977 | 47.9 | 173.9 | Fair | 72.0 | 136660000000000 |
| NBI report | CO. RD. 5834C | WILL ROGERS TP I-44 UND | 58.18 MI.NE OF TP.GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 47.9 | 171.9 | Fair | 85.9 | 138840000000000 |
| NBI report | CO. RD. D4642 | WILL ROGERS TP I-44 UND | 81.6 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 43.0 | 154.9 | Fair | 60.7 | 138440000000000 |
| NBI report | CO. RD. E0040 | WILL ROGERS TP I-44 UND | 84.79 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 48.9 | 180.1 | Good | 81.1 | 138930000000000 |
| NBI report | CO. RD. E0060 | WILL ROGERS TP I-44 UND | 80.76 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 48.9 | 183.1 | Fair | 95.3 | 138940000000000 |
| NBI report | CO. RD. E0130 | WILL ROGERS TP I-44 UND | 69.59 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 43.0 | 152.9 | Fair | 60.7 | 138380000000000 |
| NBI report | CO. RD. E0170 | WILL ROGERS TP I-44 UND | 65.31 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 44.9 | 163.1 | Good | 53.3 | 138540000000000 |
| NBI report | CO. RD. E0180 | WILL ROGERS TP I-44 UND | 64.25 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 44.9 | 161.1 | Fair | 52.1 | 138530000000000 |
| NBI report | CO. RD. E0200 | WILL ROGERS TP I-44 UND | 61.93 MI.NE OF TP.GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 48.9 | 176.8 | Fair | 58.1 | 138790000000000 |
| NBI report | CO. RD. E0220 | WILL ROGERS TP I-44 UND | 57.26 MI.NE OF TP.GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 47.9 | 179.1 | Fair | 53.4 | 138770000000000 |
| NBI report | CO. RD. N4510 | WILL ROGERS TP I-44 UND | 59.28 MI.NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 46.9 | 169.0 | Good | 62.3 | 138500000000000 |
| NBI report | CO. RD. N4520 | WILL ROGERS TP I-44 UND | 60.37 MI.NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 43.0 | 152.9 | Good | 59.6 | 137800000000000 |
| NBI report | CO. RD. N4550 | WILL ROGERS TP I-44 UND | 65.88 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 48.9 | 176.8 | Fair | 48.7 | 138800000000000 |
| NBI report | CO. RD. N4580 | WILL ROGERS TP I-44 UND | 74.97 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 43.0 | 154.9 | Fair | 60.7 | 138400000000000 |
| NBI report | CO. RD. N4590 | WILL ROGERS TP I-44 UND | 76.03 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 43.0 | 154.9 | Good | 60.7 | 138420000000000 |
| NBI report | CO. RD. N4620 | WILL ROGERS TP I-44 UND | 78.33 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 43.0 | 154.9 | Good | 60.7 | 138430000000000 |
| NBI report | CO. RD. N4655 | WILL ROGERS TP I-44 UND | 83.90 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 44.9 | 169.0 | Fair | 75.7 | 138690000000000 |
| NBI report | S.H. 125 | WILL ROGERS TP I-44 UND | 6.8 MI N US60 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 45.9 | 167.0 | Fair | 47.1 | 138750000000000 |
| NBI report | WILL ROGERS TPI-44 | CREEK | 83.26 MI NE OF TP GATE | Concrete Culvert (2 spans) | -- | 1957 | -- | 12.1 | 28.9 | Good | 81.7 | 137240000000000 |
| NBI report | WILL ROGERS TPI-44 | CREEK | 84.60 MI NE OF TP GATE | Concrete Culvert (2 spans) | -- | 1957 | -- | 9.8 | 24.3 | Good | 81.7 | 137250000000000 |
| NBI report | WILL ROGERS TPI-44 | CREEK | 85.19 MI NE OF TP GATE | Concrete Culvert (2 spans) | -- | 1957 | -- | 9.8 | 21.0 | Good | 81.7 | 137260000000000 |
| NBI report | WILL ROGERS TPI-44 | CREEK | 86.60 MI NE OF TP GATE | Concrete Culvert (2 spans) | -- | 1957 | -- | 9.8 | 21.0 | Good | 93.2 | 137270000000000 |
| NBI report | WILL ROGERS TPI-44 | CREEK | 59.90 MI NE OF TP GATE | Concrete Culvert (3 spans) | -- | 1957 | -- | 9.8 | 32.2 | Good | 93.1 | 137440000000000 |
| NBI report | WILL ROGERS TPI-44 | CREEK | 68.40 MI NE OF TP GATE | Concrete Culvert (2 spans) | -- | 1957 | -- | 9.8 | 24.3 | Good | 93.3 | 137580000000000 |
| NBI report | WILL ROGERS TPI-44 | LITTLE ELM CREEK | 75.60 MI NE OF TP GATE | Concrete Culvert (3 spans) | -- | 1957 | -- | 12.1 | 44.0 | Good | 93.2 | 137880000000000 |
| NBI report | MIAMI INTERCHANGE | WILL ROGERS TP I-44 UND | 72.37 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | 1971 | 60.0 | 176.8 | Fair | 71.0 | 138910000000000 |
| NBI report | CO. RD. E0190 | WILL ROGERS TP I-44 UND | 63.18 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | 1985 | 45.9 | 165.0 | Good | 70.8 | 138510000000000 |
| NBI report | WILL ROGERS TPI-44 | CO. RD. N4560 UNDER | 68.41 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1957 | 1989 | 86.9 | 408.2 | Fair | 87.1 | 139260000000000 |
| NBI report | WILL ROGERS TPI-44 | SPRING RIVER | 80.00 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1957 | 1991 | 210.0 | 919.0 | Fair | 91.1 | 139370000000000 |
| NBI report | AFTON INTERCHANGE | WILL ROGERS TP I-44 UND | 60.97 MI.NE OF TP.GATE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | 1995 | 61.0 | 176.8 | Good | 76.0 | 138850000000000 |
| NBI report | WILL ROGERS TPI-44 | HORSE CREEK | 59.12 MI.NE OF TP.GATE | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1957 | 1997 | 60.0 | 164.1 | Good | 91.0 | 138610000000000 |
| NBI report | WILL ROGERS TPI-44 | BNSF R.R. UNDER | 59.99 MI.NE OF TP GATE | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1957 | 1997 | 53.2 | 161.1 | Good | 91.0 | 138630000000000 |
| NBI report | WILL ROGERS TPI-44 | NEOSHO RIVER | 71.54 MI NE OF TP GATE | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1957 | 1998 | 210.0 | 1360.0 | Fair | 91.2 | 139390000000000 |
| NBI report | IRR E0030 | TAR CREEK | E0030N4560002 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1960 | -- | 40.0 | 162.1 | Poor | 53.8 | 151330000000000 |
| NBI report | U.S. 69 | CREEK | 0.6 MI N US 69A | Concrete Culvert (3 spans) | -- | 1961 | -- | 9.8 | 46.9 | Fair | 95.2 | 152870000000000 |
| NBI report | U.S. 69 | CREEK | 2.1 MI N US 69A | Concrete Culvert (6 spans) | -- | 1961 | -- | 13.1 | 76.1 | Fair | 83.9 | 153070000000000 |
| NBI report | 5802C | CREEK | .5 E .5 S OF PICHER | Concrete Slab (2 spans) | -- | 1965 | -- | 15.1 | 29.9 | Poor | 33.9 | 163430000000000 |
| NBI report | IRR N4550 | CREEK | .5N OF COMMERCE | Concrete Slab (5 spans) | -- | 1965 | -- | 15.1 | 48.9 | Poor | 31.8 | 163610000000000 |
| NBI report | U.S. 60 | CREEK | 1.5 MI N DELAWARE C/L | Concrete Culvert (3 spans) | -- | 1966 | -- | 17.1 | 45.9 | Good | 90.2 | 167000000000000 |
| NBI report | FAS 5819 | CREEK | 2.7 MI N JCT FAS 5813 | Concrete Culvert (3 spans) | -- | 1970 | -- | 17.1 | 44.9 | Poor | 50.0 | 086990000000000 |
| NBI report | IRR 5806C (N4620) | CREEK | 2.5E 1N OF QUAPAW | Concrete Culvert (3 spans) | -- | 1970 | -- | 9.8 | 31.5 | Good | 81.0 | 280290000000000 |
| NBI report | IRR E0020 | LYTLE CREEK | E0020N4580001 | Concrete Culvert (2 spans) | -- | 1970 | -- | 9.8 | 21.0 | Poor | 33.9 | 176880000000000 |
| NBI report | IRR E0080 | CREEK | 3.5E OF MIAMI | Concrete Culvert (3 spans) | -- | 1970 | -- | 15.1 | 45.9 | Good | 91.7 | 071960000000000 |
| NBI report | 5804C | TAR CREEK | .8W OF 69 HWY ON A ST | Concrete Culvert (4 spans) | -- | 1974 | -- | 21.0 | 89.9 | Good | 81.1 | 187110000000000 |
| NBI report | 5834C | CREEK | 7.W .1S OF MIAMI | Steel Stringer/Multi-beam or girder | -- | 1974 | -- | 22.0 | 24.0 | Poor | 46.8 | 186330000000000 |
| NBI report | IRR E0165 | SYCAMORE CREEK | 1.5N 1.E OF KELLEYVILLE | Concrete Culvert (4 spans) | -- | 1975 | -- | 20.0 | 73.2 | Fair | 84.0 | 190120000000000 |
| NBI report | IRR E0120 | COAL CREEK | E0120N4530001 | Steel Stringer/Multi-beam or girder | -- | 1980 | -- | 60.0 | 60.0 | Poor | 54.6 | 197560000000000 |
| NBI report | IRR N4510 | CREEK | 1.5 N. OF AFTON | Steel Stringer/Multi-beam or girder | -- | 1980 | -- | 38.1 | 40.0 | Poor | 47.5 | 197060000000000 |
| NBI report | IRR 5846C | LITTLE SYCAMORE CREEK | 3.8E 3.5N OF KELLYVILL | Concrete Culvert (3 spans) | -- | 1981 | -- | 19.7 | 50.9 | Fair | 90.6 | 199070000000000 |
| NBI report | FAU 3760 (NE 22 ST | TAR CREEK | 22ND ST BRIDGE | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1982 | -- | 80.1 | 131.9 | Fair | 94.5 | 202840000000000 |
| NBI report | IRR 5840C | LOST CREEK | .3 N. OF WYANDOTTE | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 1982 | -- | 70.9 | 352.4 | Fair | 98.4 | 285220000000000 |
| NBI report | IRR 5856C | LITTLE HORSE CREEK | E0220N4540001 | Concrete Culvert (3 spans) | -- | 1982 | -- | 17.1 | 44.9 | Good | 90.6 | 201510000000000 |
| NBI report | IRR N4670 | SYCAMORE CREEK | N4685E0150007 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1985 | -- | 29.9 | 89.9 | Fair | 83.0 | 210300000000000 |
| NBI report | N4551 | CREEK | 28TH & 'E' ST. | Concrete Culvert (2 spans) | -- | 1985 | -- | 9.8 | 21.0 | Fair | 84.1 | 196390000000000 |
| NBI report | IRR N4505 | FOUR MILE CREEK | 6.W .9S OF CARDIN | Prestressed Tee beam (2 spans) | -- | 1987 | -- | 55.1 | 109.9 | Fair | 86.9 | 216380000000000 |
| NBI report | IRR 5808C | SPRING RIVER | 2.1 MI E OF SH 137 | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 1988 | -- | 100.1 | 440.0 | Good | 99.4 | 220890000000000 |
| NBI report | FAU 3781 (ELM ST) | QUAIL CREEK | ELM ST. @ 15TH NE | Concrete Culvert (2 spans) | -- | 1989 | -- | 9.8 | 23.0 | Good | 69.5 | 221090000000000 |
| NBI report | IRR N4660 | BRUSH CREEK | 2.0E& .5S OF WYANDOTTE | Concrete Culvert (3 spans) | -- | 1989 | -- | 17.1 | 45.9 | Poor | 54.9 | 222040000000000 |
| NBI report | IRR N4520 | HORSE CREEK | N4520E0220002 | Concrete Tee beam (3 spans) | -- | 1990 | -- | 40.0 | 123.0 | Good | 97.0 | 226250000000000 |
| NBI report | IRR N4592 | CREEK | 2. W. & 0.8N. OF FAIRLAND | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1990 | -- | 18.0 | 36.1 | Fair | 33.7 | 069590000000000 |
| NBI report | IRR 5850C | FIVE MILE CREEK | E0019N4680003 | Prestressed Tee beam (3 spans) | -- | 1992 | -- | 45.9 | 138.1 | Good | 98.8 | 248230000000000 |
| NBI report | S.H. 25 | WOLF CREEK | 1.3 MI E OF CRAIG CO | Concrete Culvert (3 spans) | -- | 1992 | -- | 9.8 | 32.2 | Good | 95.3 | 231380000000000 |
| NBI report | IRR E0065 | ELM CREEK | 2.2W OF US 69 | Prestressed Tee beam (3 spans) | -- | 1994 | -- | 40.0 | 120.1 | Good | 96.8 | 246800000000000 |
| NBI report | IRR N4582 | CREEK | 1.5E .5N OF FAIRLAND | Steel Culvert (3 spans) | -- | 1994 | -- | 6.9 | 26.9 | Good | 94.3 | 236650000000000 |
| NBI report | E0010 STATELINE RD | LYTLE CREEK | BORDER BRIDGE | Concrete Culvert (3 spans) | -- | 1995 | -- | 9.8 | 32.2 | Good | 97.0 | 323380000000000 |
| NBI report | IRR E0060 | TAR CREEK | 0.5 MI E OF COMMERCE | Prestressed Tee beam (4 spans) | -- | 1996 | -- | 49.9 | 200.1 | Good | 93.2 | 248310000000000 |
| NBI report | S.H. 69A | CREEK | 3.6 MI.N OF SH-10 | Concrete Culvert (2 spans) | -- | 1996 | -- | 9.8 | 23.0 | Good | 99.0 | 244920000000000 |
| NBI report | U.S. 59 | BNSF R.R. UNDER | .2 MI. S JCT US59 & SH10 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1996 | -- | 75.1 | 225.1 | Good | 95.9 | 243370000000000 |
| NBI report | U.S. 60 | LOST CREEK & BNSF UNDER | 0.2 MI E SH10 | Prestressed Stringer/Multi-beam or girder (8 spans) | -- | 1996 | -- | 100.1 | 704.1 | Fair | 84.3 | 255420000000000 |
| NBI report | WILL ROGERS TPI-44 | HUDSON CREEK | 66.30 MI NE OF TP GATE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1996 | -- | 40.0 | 123.0 | Good | 91.2 | 138230000000000 |
| NBI report | N4670 | FLINT CREEK | .2 MI.S SH-10C | Prestressed Stringer/Multi-beam or girder | -- | 1997 | -- | 75.1 | 78.1 | Good | 100.0 | 251370000000000 |
| NBI report | S.H. 69A | CREEK | 2 MI.N.S.H.-10 | Concrete Culvert (2 spans) | -- | 1997 | -- | 9.8 | 23.0 | Good | 95.6 | 250570000000000 |
| NBI report | U.S. 59 | CREEK | 9.1MI N TURNPIKE | Concrete Culvert (2 spans) | -- | 1997 | -- | 7.9 | 24.0 | Good | 96.0 | 246490000000000 |
| NBI report Bridgehunter | U.S. 69 | NEOSHO RIVER | 1.5 MI N US 59 | Steel Stringer/Multi-beam or girder (10 spans) | -- | 1997 | -- | 180.1 | 1299.9 | Fair | 96.1 | 255180000000000 |
| NBI report | WILL ROGERS TPI-44 | U.S. 59 UNDER | 0.3 MI N US 60 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1998 | -- | 105.0 | 210.0 | Good | 95.3 | 284190000000000 |
| NBI report | E. ST. N.E. | BELMONT RUN CREEK | E ST. N OF 15TH AVE | Concrete Culvert (3 spans) | -- | 2001 | -- | 9.8 | 31.5 | Good | 96.0 | 268540000000000 |
| NBI report | S.H. 10 | TAR CREEK | .9E U.S. 69 | Concrete Slab (5 spans) | -- | 2001 | -- | 44.9 | 218.8 | Good | 84.8 | 265020000000000 |
| NBI report | E0150 | HUDSON CREEK | 3.6 E OF NARCISSA | Prestressed Tee beam (3 spans) | -- | 2003 | -- | 40.0 | 109.9 | Good | 90.9 | 263660000000000 |
| NBI report | U.S. 59 | WINDY CREEK | 3 W OF U.S. 69 ON U.S. 59 | Prestressed Stringer/Multi-beam or girder | -- | 2003 | -- | 98.1 | 99.1 | Good | 91.9 | 270000000000000 |
| NBI report | BNSF R.R. | IRR N4520 UNDER | BNSF R.R. | Concrete Stringer/Multi-beam or girder | -- | 2004 | -- | 23.6 | -- | -- | -- | 280260000000000 |
| NBI report | IRR 5806C (N4630) | CREEK | 2.5E 2N OF QUAPAW | Steel Culvert (2 spans) | -- | 2004 | -- | 7.9 | 25.9 | Fair | 80.1 | 280300000000000 |
| NBI report | IRR E0022 | FIVE MILE CREEK | 7.5 E OF PITCHER | Prestressed Tee beam (3 spans) | -- | 2004 | -- | 52.5 | 157.5 | Good | 93.9 | 265450000000000 |
| NBI report | IRR E0080 | CREEK | 3.65S 2E OF QUAPAW | Concrete Culvert (2 spans) | -- | 2006 | -- | 11.2 | 23.0 | Good | 100.0 | 287460000000000 |
| NBI report | IRR N4630 | CREEK | 1S OF LINCOLNVILLE | Concrete Culvert (2 spans) | -- | 2006 | -- | 9.5 | 20.0 | Good | 100.0 | 287450000000000 |
| NBI report | MAPLE STREET | NORTH SIDE CREEK | .25 MI N OF AFTON | Concrete Slab (3 spans) | -- | 2006 | -- | 11.2 | 35.1 | Poor | 53.1 | 284920000000000 |
| NBI report | N4585 | LITTLE ELM CREEK | 3.5SE MIAMI 1S I-44 | Prestressed Tee beam (3 spans) | -- | 2006 | -- | 40.0 | 109.9 | Good | 93.8 | 273600000000000 |
| NBI report | E0220 | CREEK | .5N 1.5E OF AFTON | Concrete Culvert (3 spans) | -- | 2007 | -- | 11.2 | 35.1 | Good | 97.0 | 291760000000000 |
| NBI report | N4510 | HORSE CREEK | 1.O N OF AFTON | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2007 | -- | 100.1 | 262.2 | Good | 100.0 | 282810000000000 |
| NBI report | WILL ROGERS TPI-44 | N4630 UNDER | 79.30NE OF TP GATE | Prestressed Stringer/Multi-beam or girder | -- | 2007 | -- | 57.1 | 57.1 | Good | 90.1 | 290430000000000 |
| NBI report | IRR N4590 (S 590 R | NEOSHO RIVER | 3.5N 1.8 E OF FAIRLAND | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2008 | -- | 100.1 | 400.0 | Good | 100.0 | 289240000000000 |
| NBI report | N4500 | NORTH SIDE CREEK | MONROE STREET | Concrete Culvert (3 spans) | -- | 2008 | -- | 11.2 | 35.1 | Good | 81.1 | 295870000000000 |
| NBI report | N4500 (IRR MONROE) | CREEK | 1 BLK N ST ON MONROE | Concrete Culvert (3 spans) | -- | 2008 | -- | 11.2 | 35.1 | Good | 81.1 | 291750000000000 |
| NBI report | N4690 | TRIB TO ELK RIVER | .1N OF E0240 | Concrete Culvert (2 spans) | -- | 2008 | -- | 8.9 | 20.3 | Good | 84.1 | 303060000000000 |
| NBI report | U.S. 59 | CREEK | 5.1M. W. OF U.S. 69 | Concrete Culvert (2 spans) | -- | 2008 | -- | 12.1 | 26.9 | Good | 93.0 | 286380000000000 |
| NBI report | CO. RD. E0150 | WILL ROGERS TP I-44 UND | 10.4 E OF CRAIG C/L | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2009 | -- | 95.1 | 190.0 | Good | 84.2 | 296900000000000 |
| NBI report | E0230 (5838C) | CREEK | 2.7E 4.5S OF FAIRLAND | Concrete Frame | -- | 2009 | -- | 24.0 | 24.0 | Fair | 86.0 | 296190000000000 |
| NBI report | IRR E0170 | BRUSH CREEK | E0173N4670003 | Steel Stringer/Multi-beam or girder | -- | 2009 | -- | 38.7 | 38.7 | Good | 96.4 | 295850000000000 |
| NBI report | IRR E0220 | CREEK | 1N .1E OF HWY 59 | Concrete Frame | -- | 2009 | -- | 24.0 | 24.0 | Fair | 86.0 | 299010000000000 |
| NBI report | IRR N4640 | TRIB TO SPRING RIVER | 1.5N 3.5E OF QUAPAW | Steel Culvert (2 spans) | -- | 2009 | -- | 8.9 | 22.6 | Good | 81.0 | 303250000000000 |
| NBI report | N4530 | CREEK | 2E; 1S OF AFTON | Steel Stringer/Multi-beam or girder | -- | 2009 | -- | 40.0 | 40.0 | Fair | 90.4 | 295860000000000 |
| NBI report | N4560 | CREEK | 1.4W 2.8S OF FAIRLAND | Prestressed Stringer/Multi-beam or girder | -- | 2009 | -- | 69.9 | 69.9 | Good | 100.0 | 286300000000000 |
| NBI report | IRR E0040 | TAR CREEK | 2S & .75W OF PITCHER | Steel Culvert (5 spans) | -- | 2010 | -- | 8.9 | 54.1 | Good | 95.2 | 298970000000000 |
| NBI report | IRR E0190 | HORSE CREEK | 1W & 3.4N OF AFTON | Concrete Frame | -- | 2010 | -- | 24.0 | 24.0 | Fair | 86.0 | 299000000000000 |
| NBI report | IRR N4680 | FIVE MILE CREEK TRIB. | 1.1N OF I-44 | Concrete Culvert (3 spans) | -- | 2010 | -- | 5.9 | 20.3 | Fair | 83.8 | 298990000000000 |
| NBI report | IRR D4650 | DEVILS HOLLOW | 5E OF QUAPAW | Steel Culvert (3 spans) | -- | 2011 | -- | 7.9 | 32.2 | Good | 84.3 | 303260000000000 |
| NBI report | IRR E0160 | WOLF CREEK TRIB. | .3W OF N4510 | Steel Stringer/Multi-beam or girder | -- | 2011 | -- | 24.0 | 29.9 | Good | 97.0 | 303390000000000 |
| NBI report | N4530 | COAL CREEK | 1.5S OF HWY 59/10 | Steel Stringer/Multi-beam or girder | -- | 2011 | -- | 40.0 | 40.0 | Good | 97.0 | 304600000000000 |
| NBI report | WILL ROGERS TPI-44 | FIVE MILE CREEK | 87.36 NE OF TP GATE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2011 | -- | 128.0 | 330.1 | Good | 84.7 | 309250000000000 |
| NBI report | IRR E0098 CENTRAL | TAR CREEK | .25W OF ELM | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2012 | -- | 65.0 | 185.0 | Good | 79.2 | 303010000000000 |
| NBI report | IRR N4630 | BEAVER CREEK | 1E 1S OF QUAPAW | Prestressed Stringer/Multi-beam or girder | -- | 2012 | -- | 80.1 | 80.1 | Good | 100.0 | 297980000000000 |
| NBI report | N4580 | HUDSON CREEK | 4.5N .5E OF FAIRLAND | Steel Stringer/Multi-beam or girder (2 spans) | -- | 2012 | -- | 43.0 | 91.9 | Poor | 70.0 | 309170000000000 |
| NBI report | N4600 | BEE CREEK | 2E 0.5S OF FAIRLAND | Prestressed Stringer/Multi-beam or girder | -- | 2012 | -- | 80.1 | 80.1 | Good | 98.9 | 298800000000000 |
| NBI report | S.H. 10 | LITTLE ELM CREEK TRIB. | 2.8E U.S. 69 | Concrete Culvert (2 spans) | -- | 2012 | -- | 9.8 | 23.0 | Good | 85.0 | 291480000000000 |
| NBI report | S.H. 10 | LITTLE ELM CREEK | 2.1E U.S. 69 | Concrete Slab (4 spans) | -- | 2012 | -- | 29.9 | 120.1 | Good | 91.8 | 291490000000000 |
| NBI report | S.H. 10 | WILL ROGERS TP I-44 UND | 1.6E U.S. 69 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2012 | -- | 120.1 | 229.0 | Good | 96.9 | 291500000000000 |
| NBI report | U.S. 59 | BNSF R.R. UNDER | 7MI.NW OF DELAWARE C/L | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2012 | -- | 141.1 | 338.9 | Good | 100.0 | 293980000000000 |
| NBI report | E0050 | ELM CREEK | 2W OF COMMERCE | Steel Stringer/Multi-beam or girder | -- | 2013 | -- | 43.0 | 43.0 | Fair | 86.0 | 309160000000000 |
| NBI report | E0130 | SPRING RIVER TRIB. | 2.5N 2W OF WYANDOTTE | Prestressed Stringer/Multi-beam or girder | -- | 2013 | -- | 49.9 | 49.9 | Good | 98.0 | 302200000000000 |
| NBI report | IRR E0090 | ELM CREEK | 2.1E OF MIAMI | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2013 | -- | 29.9 | 89.9 | Good | 86.2 | 309880000000000 |
| NBI report | IRR N4500 (5834C) | MUD CREEK | 3N OF S.H. 10 | Steel Culvert (2 spans) | -- | 2013 | -- | 8.9 | 22.0 | Good | 94.8 | 310100000000000 |
| NBI report | U.S. 69 | TAR CREEK | 7.7 N. U.S. 59 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2013 | -- | 80.1 | 214.9 | Good | 93.7 | 298900000000000 |
| NBI report | IRR E0110 | WINDY CREEK | 4W OF MIAMI | Concrete Slab (2 spans) | -- | 2014 | -- | 40.0 | 81.0 | Good | 90.4 | 306190000000000 |
| NBI report | IRR E0180 | HORSE CREEK | 4.5N 1E OF AFTON | Concrete Frame | -- | 2014 | -- | 29.9 | 29.9 | Good | 100.0 | 305760000000000 |
| NBI report | IRR N4509 (5848C) | HORSE CREEK TRIB. | 300 FT SE OF SECOND ST. | Prestressed Stringer/Multi-beam or girder | -- | 2014 | -- | 85.0 | 85.0 | Good | 98.8 | 309100000000000 |
| NBI report | S.H. 10 | SYCAMORE CREEK | 8.3 N DELAWARE CO | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2014 | -- | 100.1 | 321.9 | Good | 92.9 | 300350000000000 |
| NBI report | S.H. 125 | HUDSON CREEK | 3.8 N OF U.S. 60 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2014 | -- | 75.1 | 175.5 | Good | 96.3 | 300660000000000 |
| NBI report | CO. RD. E0090 | WILL ROGERS TP I-44 UND | 73.72 NE OF TURNPIKE GATE | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2015 | -- | 107.9 | 224.1 | Good | 91.3 | 316250000000000 |
| NBI report | CO. RD. N4670 | WILL ROGERS TP I-44 UND | 85.9 NE OF TP GATE | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2015 | -- | 137.1 | 242.1 | Good | 100.0 | 310720000000000 |
| NBI report | E0200 | BEE CREEK | 1.5S 2E OF FAIRLAND | Steel Stringer/Multi-beam or girder | -- | 2015 | -- | 45.6 | 51.5 | Good | 98.0 | 315880000000000 |
| NBI report | S.H. 10 C | LOST CREEK | 3.3E OF S.H. 10 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2015 | -- | 49.9 | 150.6 | Good | 93.7 | 306670000000000 |
| NBI report | S.H. 137 | CREEK | 3E 2.75S OF MIAMI | Concrete Culvert (2 spans) | -- | 2015 | -- | 12.1 | 27.2 | Good | 95.5 | 304510000000000 |
| NBI report | E0062 | NEOSHO RIVER | 6W OF COMMERCE | Prestressed Stringer/Multi-beam or girder (7 spans) | -- | 2016 | -- | 145.0 | 725.1 | Good | 99.3 | 297530000000000 |
| NBI report | E0090 | TAR CREEK | ROCKDALE / TAR | Concrete Frame (2 spans) | -- | 2016 | -- | 40.0 | 80.1 | Good | 63.9 | 307650000000000 |
| NBI report | U.S. 59 | LITTLE HORSE CREEK | 4.5 NW DELAWARE C/L | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2016 | -- | 80.1 | 170.6 | Good | 96.6 | 304610000000000 |
| NBI report | E0230 | HICKORY CREEK | 1E 4.5S of FAIRLAND | Steel Culvert | -- | 2017 | -- | 64.0 | 64.0 | Good | 100.0 | 311970000000000 |
| NBI report | IRR E0056 | SPRING RIVER O'FLOW | 2.3E OF S.H. 137 | Steel Culvert (3 spans) | -- | 2017 | -- | 9.5 | 36.7 | Good | 98.5 | 320520000000000 |
| NBI report | IRR N4670 | WARREN BRANCH | 10E 2.5N OF MIAMI | Concrete Culvert (3 spans) | -- | 2017 | -- | 16.1 | 53.2 | Good | 99.3 | 312610000000000 |
| NBI report | N4515 | NEOSHO RIVER O'FLOW | 6W OF COMMERCE | Concrete Culvert (2 spans) | -- | 2017 | -- | 9.5 | 20.0 | Good | 43.4 | 297540000000000 |
| NBI report | N4560 | HUDSON CREEK | 3E .5S OF NARCISSA | Prestressed Stringer/Multi-beam or girder | -- | 2017 | -- | 110.9 | 110.9 | Good | 100.0 | 314240000000000 |
| NBI report | N4600 | CREEK | 2.5E 2.7S OF FARLAND | Culvert (3 spans) | -- | 2017 | -- | 4.9 | 20.0 | Good | 77.8 | 320680000000000 |
| NBI report | IRR 5846C | BRUSH CREEK | .9S 3.9E of WYANDOTTE | Concrete Culvert (3 spans) | -- | 2018 | -- | 16.1 | 49.9 | Good | 97.0 | 322510000000000 |
| NBI report | IRR 5846C | ROARK CREEK | 1S 3.9E of WYANDOTTE | Concrete Culvert (3 spans) | -- | 2018 | -- | 20.0 | 62.0 | Good | 97.0 | 322520000000000 |
| NBI report | IRR 5846C | BRUSH CREEK | 1.1S 3.9E of WYANDOTTE | Concrete Culvert (3 spans) | -- | 2018 | -- | 20.0 | 66.9 | Good | 97.0 | 322530000000000 |
| NBI report | S.H. 10 | SPRING RIVER | 3.7 W OF S.H. 10C | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 2018 | -- | 130.9 | 751.7 | Good | 100.0 | 299580000000000 |
| NBI report | S.H. 10 | SPRING RIVER O'FLOW | 3.5 W S.H. 10C | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2018 | -- | 100.1 | 400.6 | Good | 100.0 | 299590000000000 |
| NBI report | S.H. 10 | COUNCIL HOLLOW CREEK | 4.2 N DELAWARE C/L | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2018 | -- | 60.7 | 181.8 | Good | 94.0 | 313280000000000 |