Total Bridges
22,733
Public highway bridges in Oklahoma
State profile · Near national median SD
Oklahoma bridge safety
Condition ratings, load ratings, and structural-deficiency data for every public highway bridge in Oklahoma — drawn straight from the FHWA National Bridge Inventory.
- 22,733
- Public bridges
- 38.2%
- Good condition
- 7.5%
- Poor condition
- 7.5%
- Structurally deficient
Good Condition
38.2%
8,693 bridges rated 7-9
-11.8pp vs 50% benchmark
Poor Condition
7.5%
1,705 bridges rated 0-4
Structurally Deficient
7.5%
1,705 bridges flagged for repair priority
0.5pp vs national avg 7.0%
Oklahoma vs national bridge condition
Oklahoma — Good condition share 38.2%
National avg
Share of bridges rated 7-9 on the FHWA 0-9 scale (deck, superstructure, substructure all good).
Oklahoma — Structurally deficient share 25.0%
National avg
Lower is better. Bar maxes at 30% (worst-state ceiling). National average sits at 7.0%.
Condition Distribution
Bridge inventory deck-condition mix — Oklahoma (FHWA NBI)
Counties (77)
Adair 139 Alfalfa 386 Atoka 232 Beaver 189 Beckham 309 Blaine 271 Bryan 285 Caddo 414 Canadian 492 Carter 339 Cherokee 203 Choctaw 216 Cimarron 93 Cleveland 316 Coal 139 Comanche 592 Cotton 213 Craig 176 Creek 391 Custer 382 Delaware 159 Dewey 167 Ellis 152 Garfield 504 Garvin 323 Grady 446 Grant 471 Greer 225 Harmon 106 Harper 128 Haskell 153 Hughes 205 Jackson 284 Jefferson 150 Johnston 150 Kay 414 Kingfisher 294 Kiowa 474 Latimer 196 Le Flore 466 Lincoln 448 Logan 280 Love 130 Major 266 Marshall 78 Mayes 232 McClain 239 McCurtain 260 McIntosh 198 Murray 128 Muskogee 396 Noble 342 Nowata 126 Okfuskee 204 Oklahoma 1216 Okmulgee 305 Osage 356 Ottawa 265 Pawnee 171 Payne 384 Pittsburg 409 Pontotoc 238 Pottawatomie 400 Pushmataha 245 Roger Mills 153 Rogers 267 Seminole 293 Sequoyah 260 Stephens 380 Texas 110 Tillman 281 Tulsa 1124 Wagoner 253 Washington 214 Washita 361 Woods 310 Woodward 167
Oklahoma vs nearby ranks
Adjacent states on the structurally deficient leaderboard (lower share = better)
States are ranked by share of bridges flagged structurally deficient — the FHWA classification for any span where deck, superstructure, or substructure carries a condition rating of 4 or below. Lower percentages indicate stronger maintenance funding and inspection follow-through. States here sit immediately above and below Oklahoma on the same metric.
21
Kentucky
7.06% top marginal rate
33
New Hampshire
7.08% top marginal rate
40
Oklahoma
7.50% top marginal rate
35
New Mexico
7.61% top marginal rate
44
Rhode Island
7.69% top marginal rate
Bridges Needing Most Attention in Oklahoma
Six lowest-condition bridges in Oklahoma, ranked by composite NBI rating. Each is inspected at least every 24 months.
N3248 (WALNUT ST.)
PoorOver: RUSH CREEK (WALNUT ST.)
0.5 MI SE OF COURTHOUSE, Garvin, OK
Built 1920 Load: 0.1 t ADT: 4,200
N2280
Structurally DeficientOver: CREEK
1.2E 2.9N OF ARAPAHO, Custer, OK
Built 1920 Load: 1.8 t ADT: 24
N3070
Structurally DeficientOver: CREEK
7.E 3.S OF HUNTER, Garfield, OK
Built 1922 Load: 1.8 t ADT: 25
E0560
Structurally DeficientOver: BITTER CREEK
.5N 9E OF BISON, Garfield, OK
Built 1953 Load: 1.8 t ADT: 60
E0450
Structurally DeficientOver: CREEK
7W 2.5S OF I-35/CM TPK, Noble, OK
Built 1941 Load: 1.8 t ADT: 24
6338C
PoorOver: CREEK
.6 N & .2 W OF WANETTE, Pottawatomie, OK
Built 1940 Load: 1.8 t ADT: 70
All Bridges in Oklahoma
E1470
FairOver: GADDIS CREEK
2.3S 2.2W OF WAYNE, McClain, OK
Built 1939 Load: 17.9 t ADT: 100
N4360
FairOver: CREEK
2.8 MI S OF GIBSON, Muskogee, OK
Built 1939 Load: 17.9 t ADT: 100
5610C
FairOver: CREEK
5.1 SE SH16, Okmulgee, OK
Built 1939 Load: 17.9 t ADT: 100
5648C
FairOver: FOUR MILE CREEK
2.8 S SHARP, Okmulgee, OK
Built 1963 Load: 17.9 t ADT: 100
N4690
FairOver: ONION CREEK
1.2 S 1.1 E OF GANS, Sequoyah, OK
Built 1941 Load: 17.9 t ADT: 100
E1790
FairOver: EAST COW CREEK
2.1E US81 4.N SH 53, Stephens, OK
Built 1988 Load: 17.9 t ADT: 200
E0970
FairOver: CREEK
7. N .9 W OF BANNER, Canadian, OK
Built 1986 Load: 18.0 t ADT: 100
E1500
FairOver: CREEK
1N 3.9W of PAOLI, Garvin, OK
Built 2015 Load: 18.0 t ADT: 50
S.H. 7
FairOver: ROCK CREEK
8.3 MI E JCT US77, Murray, OK
Built 1947 Load: 18.0 t ADT: 14,100
N4690
FairOver: ONION CREEK
1. S 1.1 E OF GANS, Sequoyah, OK
Built 1940 Load: 18.0 t ADT: 100
6932C
FairOver: DEER CREEK
1.2 MI W SH 53A, Stephens, OK
Built 1988 Load: 18.0 t ADT: 181
N4641 (0140C)
FairOver: CREEK
.8S OF BUNCH, Adair, OK
Built 1936 Load: 18.1 t ADT: 233
N4750 (0122C)
FairOver: CREEK
2E 2.6N OF US 59, Adair, OK
Built 1943 Load: 18.1 t ADT: 118
E0240
FairOver: CREEK
2W OF SH 8, Alfalfa, OK
Built 1949 Load: 18.1 t ADT: 100
E0210 (0218C)
FairOver: WEST CLAY CREEK
3N 1.4E OF US 64, Alfalfa, OK
Built 1955 Load: 18.1 t ADT: 100
E0300
FairOver: WAGON CREEK
3N .8E OF GOLTRY, Alfalfa, OK
Built 1958 Load: 18.1 t ADT: 100
E0280 (0224C)
FairOver: WAGON CREEK
4S 1.4E OF JET, Alfalfa, OK
Built 1975 Load: 18.1 t ADT: 100
E0140
FairOver: CREEK
7.6W 1N OF INGERSOLL, Alfalfa, OK
Built 2002 Load: 18.1 t ADT: 100
FAS 0211
FairOver: TURKEY CREEK TRIB.
2.1E OF S.H. 58, Alfalfa, OK
Built 2004 Load: 18.1 t ADT: 100
E0250
FairOver: CLEAR CREEK
2. N 1.2 W OF ELMWOOD, Beaver, OK
Built 1962 Load: 18.1 t ADT: 100
E1230
FairOver: LITTLE TURKEY CREEK
1.5 N 2.4 W OF ERICK, Beckham, OK
Built 1970 Load: 18.1 t ADT: 25
E1030
FairOver: CREEK
7.0 S 5.9 E OF GEARY, Canadian, OK
Built 1986 Load: 18.1 t ADT: 100
1360C
FairOver: CIMARRON RIVER
13N OF US 56, Cimarron, OK
Built 1966 Load: 18.1 t ADT: 100
1336C
FairOver: CIMARRON RIVER
1.7N OF SH 325, Cimarron, OK
Built 1969 Load: 18.1 t ADT: 25
1620C
FairOver: ROCK CREEK
.4 MI S .9 W CACHE, Comanche, OK
Built 1929 Load: 18.1 t ADT: 1,553
E1650 NORTH BR-WB
FairOver: E. BR WOLF CREEK
1.3 MI. W. JCT.SH 7A, Comanche, OK
Built 1965 Load: 18.1 t ADT: 6,307
E1651 SOUTH BR-EB
FairOver: E. BR WOLF CREEK
1.3 MI. W. JCT.SH 7A, Comanche, OK
Built 1965 Load: 18.1 t ADT: 6,307
N2500
FairOver: CREEK
6. E 5.5 S OF US62-SH115, Comanche, OK
Built 1969 Load: 18.1 t ADT: 100
IRR N2650
FairOver: CREEK
4.3N&1.5E OF JCT US277&17, Comanche, OK
Built 1973 Load: 18.1 t ADT: 100
N2270
FairOver: BEAVER CREEK
.2E.;3.1N. OF ARAPAHO, Custer, OK
Built 1982 Load: 18.1 t ADT: 25
U.S. 59
FairOver: SPAVINAW CREEK
12.7 MI N SH33, Delaware, OK
Built 1952 Load: 18.1 t ADT: 2,600
N2130
FairOver: CREEK
5. E 1.1 N OF VICI, Dewey, OK
Built 1984 Load: 18.1 t ADT: 50
E0680
FairOver: MOSQUITO CREEK
1.3W 7.5S 1.5WOF ARNETT, Ellis, OK
Built 1987 Load: 18.1 t ADT: 30
E0400
FairOver: CREEK
.4E 2.7S .7W OF CARRIER, Garfield, OK
Built 1963 Load: 18.1 t ADT: 50
N2930
FairOver: SKELETON CREEK
6.4W 2.2N OF DOUGLAS, Garfield, OK
Built 1963 Load: 18.1 t ADT: 100
E0330
FairOver: NINE MILE CREEK
1.9S 2.4E OF HILLSDALE, Garfield, OK
Built 1969 Load: 18.1 t ADT: 24
E0570
FairOver: BITTER CREEK
.5S 8.8E OF BISON, Garfield, OK
Built 1973 Load: 18.1 t ADT: 100
E0470
FairOver: ELM CREEK
4S .5W OF LAHOMA, Garfield, OK
Built 1978 Load: 18.1 t ADT: 100
2608C
FairOver: BITTER CREEK
2.1 MI E AMBER, Grady, OK
Built 1960 Load: 18.1 t ADT: 537
E1590
FairOver: CREEK
6.9 E 5. S RUSH SPRINGS, Grady, OK
Built 1990 Load: 18.1 t ADT: 50
N2970
FairOver: CREEK
15. E 2.5 N OF US 81&SH17, Grady, OK
Built 1998 Load: 18.1 t ADT: 100
E0030
FairOver: CREEK
.5E 6N 3.4E OF WAKITA, Grant, OK
Built 1930 Load: 18.1 t ADT: 25
E0050
FairOver: COOPER CREEK
3.7S .7W OF MANCHESTER, Grant, OK
Built 1982 Load: 18.1 t ADT: 50
N2890
FairOver: CREEK
6.9W 10.7N OF MEDFORD, Grant, OK
Built 1993 Load: 18.1 t ADT: 25
N2800
FairOver: CREEK
.7S 1E .1S MANCHESTER, Grant, OK
Built 2001 Load: 18.1 t ADT: 24
N2780
FairOver: WINTER CAMP CREEK
4W 5N OF OKARCHE, Kingfisher, OK
Built 1982 Load: 18.1 t ADT: 96
E0680
FairOver: LITTLE TURKEY CREEK
5.5S 1.8W OF HENNESSEY, Kingfisher, OK
Built 1997 Load: 18.1 t ADT: 50
N2810
FairOver: CREEK
1W .2N OF OKARCHE, Kingfisher, OK
Built 2002 Load: 18.1 t ADT: 25
E1360
FairOver: LITTLE ELK CREEK
2. N 1.4 W OF HOBART, Kiowa, OK
Built 1992 Load: 18.1 t ADT: 100
4132C
FairOver: EAST CAPTAIN CREEK
3 N 4.8 W OF ROSS, Lincoln, OK
Built 1967 Load: 18.1 t ADT: 375
Showing 3,051-3,100 of 22,733 bridges
Data sourced from the FHWA National Bridge Inventory (NBI), latest released cycle. See our methodology for details. Retrieved and formatted by PlainBridges Editorial.
Disclaimer: This information is provided for informational purposes only and does not constitute professional advice. Data is sourced from the FHWA National Bridge Inventory (NBI). A "structurally deficient" rating is a repair-priority signal, not a closure or unsafe-to-cross designation. Consult a qualified civil engineer before making decisions based on this data.
Understanding Bridge Conditions
How FHWA rates bridge condition on a 0-9 scale.
Check Your Daily Bridges
How to look up bridge condition data for bridges on your route.
Read our methodology — how this data is sourced, computed, and verified.
| Publisher | Kiznis Studio |
| Sources | FHWA National Bridge Inventory, public U.S. government datasets |