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
E0470N1700006
FairOver: IVANHOE CREEK
4N 4.9W OF SHATTUCK, Ellis, OK
Built 2020 Load: 34.5 t ADT: 25
N3080
FairOver: RED ROCK CREEK
4 MI E 5.7 MI N GARBER, Garfield, OK
Built 1975 Load: 34.5 t ADT: 100
E0410
FairOver: CREEK
2N .1E OF LAHOMA, Garfield, OK
Built 2005 Load: 34.5 t ADT: 50
E0410
FairOver: CREEK
2N 1.9E OF LAHOMA, Garfield, OK
Built 2008 Load: 34.5 t ADT: 100
2670C
FairOver: ROARING CREEK
1.0 W 3.5 S OF ALEX, Grady, OK
Built 1993 Load: 34.5 t ADT: 583
E1372
FairOver: CREEK
1.1S 1.2E JCT US 62 SH 92, Grady, OK
Built 1993 Load: 34.5 t ADT: 100
E1270
FairOver: CREEK
6.N US62 5.W US81, Grady, OK
Built 1995 Load: 34.5 t ADT: 100
S.H. 39
FairOver: EAST WINTER CREEK
6.6 MI E US62, Grady, OK
Built 2000 Load: 34.5 t ADT: 1,800
S.H. 19
FairOver: ROARING CREEK
5.9NW OF GARVIN C/L, Grady, OK
Built 2010 Load: 34.5 t ADT: 2,300
U.S. 81
FairOver: OSAGE CREEK
4.5 MI N JCT US 60, Grant, OK
Built 1967 Load: 34.5 t ADT: 1,400
N3070
FairOver: CREEK
.4N.8W 4.6N OF DEER CREEK, Grant, OK
Built 1997 Load: 34.5 t ADT: 50
N3100
FairOver: CREEK
6E .1S OF SALT FORK, Grant, OK
Built 2004 Load: 34.5 t ADT: 24
E0070
FairOver: POND CREEK
.5E 2N 3.7E OF WAKITA, Grant, OK
Built 2015 Load: 34.5 t ADT: 24
E0050
FairOver: CREEK
3.5S 2.8E of MANCHESTER, Grant, OK
Built 2018 Load: 34.5 t ADT: 45
E0150
FairOver: LYNCH CREEK
1S 4.3E OF SH11/SH132, Grant, OK
Built 2022 Load: 34.5 t ADT: 25
N2780
FairOver: SAND CREEK
6N 1W .8N SH11/SH132, Grant, OK
Built 2022 Load: 34.5 t ADT: 24
E0120
FairOver: POLECAT CREEK
2N 5.5E OF SH11 & US81, Grant, OK
Built 2023 Load: 34.5 t ADT: 100
U.S. 283
FairOver: BEAVER RIVER
9 MI N JCT US 270, Harper, OK
Built 1994 Load: 34.5 t ADT: 1,700
D3838
FairOver: GOBBLER CREEK
5.9 E OF CALVIN, Hughes, OK
Built 1984 Load: 34.5 t ADT: 100
S.H. 1
FairOver: DARK HOLLOW CREEK
8.6 MI NE PONTOTOC CL, Hughes, OK
Built 1989 Load: 34.5 t ADT: 2,300
3214C
FairOver: CINDY CREEK
2.4 S & 2 W OF HORNTOWN, Hughes, OK
Built 1992 Load: 34.5 t ADT: 100
3328C
FairOver: CREEK
1.5 S 7.4 E ELDORADO, Jackson, OK
Built 1930 Load: 34.5 t ADT: 50
S.H. 7D
FairOver: DELAWARE CREEK
.7 MI N JCT SH7, Johnston, OK
Built 1975 Load: 34.5 t ADT: 290
E1790
FairOver: DIAMOND SPRING BR.
2 S & .2 E OF CONNERVILLE, Johnston, OK
Built 1998 Load: 34.5 t ADT: 30
E0070
FairOver: BOIS D'ARC CREEK
2N 2.5W OF NEWKIRK, Kay, OK
Built 1950 Load: 34.5 t ADT: 35
E0040
FairOver: BITTER CREEK
.7E 5N 1.6E OF SUMPTER, Kay, OK
Built 2010 Load: 34.5 t ADT: 100
N2710
FairOver: CREEK
1.5E 2.3S OF OMEGA, Kingfisher, OK
Built 1987 Load: 34.5 t ADT: 24
S.H. 3 & S.H. 33
FairOver: WINTER CAMP CREEK
2.8 MI W JCT US 81, Kingfisher, OK
Built 1994 Load: 34.5 t ADT: 2,900
N2710
FairOver: KINGFISHER CREEK
1.5E 1S OF OMEGA, Kingfisher, OK
Built 1993 Load: 34.5 t ADT: 24
IRR E0820
FairOver: CREEK
.5E 3S .7E OF OMEGA, Kingfisher, OK
Built 2011 Load: 34.5 t ADT: 24
N4488
FairOver: BEAR CREEK
.5N OF LODI, Latimer, OK
Built 2010 Load: 34.5 t ADT: 100
4020C
FairOver: MACK WATSON CREEK
7.7 W; 2.5 S SHADY POINT, Le Flore, OK
Built 1986 Load: 34.5 t ADT: 175
U.S. 271 WB
FairOver: POTEAU RIVER
10.36 E JCT US-59, Le Flore, OK
Built 2010 Load: 34.5 t ADT: 4,550
4142C
FairOver: CREEK
2 S 2.9 E OF ARLINGTON, Lincoln, OK
Built 1930 Load: 34.5 t ADT: 375
U.S. 177
FairOver: QUAPAW CREEK
4.1 MI N POTT C/L, Lincoln, OK
Built 1963 Load: 34.5 t ADT: 3,000
U.S. 62
FairOver: SOUTH QUAPAW CREEK
13.7 MI E OK C/L, Lincoln, OK
Built 1967 Load: 34.5 t ADT: 2,900
4134C
FairOver: DEER CREEK
1E 2N .8W OF ARLINGTON, Lincoln, OK
Built 1981 Load: 34.5 t ADT: 350
4142C
FairOver: CREEK
2 S 1.6 E OF ARLINGTON, Lincoln, OK
Built 1986 Load: 34.5 t ADT: 485
N3310
FairOver: CAPTAIN CREEK
1 S 6 W OF ROSS, Lincoln, OK
Built 1987 Load: 34.5 t ADT: 375
E0990
FairOver: CREEK
1 S .6 E OF ROSS, Lincoln, OK
Built 1946 Load: 34.5 t ADT: 100
S.H. 74
FairOver: COTTONWOOD CREEK
3.4 MI N OKLA. C/L, Logan, OK
Built 1947 Load: 34.5 t ADT: 5,400
LUTHER RD.
FairOver: OPOSSUM CREEK
.3N OF OKLA CO. LINE, Logan, OK
Built 2011 Load: 34.5 t ADT: 100
E0810
FairOver: CREEK
.3E MIDWEST BLVD, Logan, OK
Built 1993 Load: 34.5 t ADT: 100
N3280
FairOver: CREEK
15E 2.8N OF GUTHRIE, Logan, OK
Built 1999 Load: 34.5 t ADT: 24
E0600
FairOver: WEST BEAVER CREEK
.2S 5W OF ORLANDO, Logan, OK
Built 2016 Load: 34.5 t ADT: 100
N2543
FairOver: CREEK
.2S .2E OF FAIRVIEW, Major, OK
Built 1980 Load: 34.5 t ADT: 100
E0480
FairOver: ELM CREEK
2.5W 3S .2E OF ORIENTA, Major, OK
Built 2002 Load: 34.5 t ADT: 50
N2440
FairOver: CHEYENNE CREEK
2.8S OF CHEYENNE, Major, OK
Built 2008 Load: 34.5 t ADT: 75
E0480
FairOver: CREEK
2.9S;2.3W OF ORIENTA, Major, OK
Built 2008 Load: 34.5 t ADT: 100
E0510
FairOver: GYPSUM CREEK
3W .5N .1W OF FAIRVIEW, Major, OK
Built 2009 Load: 34.5 t ADT: 100
Showing 9,451-9,500 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.