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
E0750
FairOver: CREEK
2.1 N & 1.7 W OF AGRA, Lincoln, OK
Built 1989 Load: 49.0 t ADT: 100
N3510
FairOver: CREEK
1.E 1.9 N OF BELMONT, Lincoln, OK
Built 1997 Load: 49.0 t ADT: 100
E0830
FairOver: BELLCOW CREEK
.7 S 1.5 E OF DUDLEY, Lincoln, OK
Built 2000 Load: 49.0 t ADT: 505
N2330
FairOver: CREEK
3N 1.4E 1.2N SH15/US281, Major, OK
Built 1997 Load: 49.0 t ADT: 50
E0390
FairOver: CREEK
3N2.6E1.7SE OF US281/SH15, Major, OK
Built 1999 Load: 49.0 t ADT: 52
N4350
FairOver: SULPHUR CREEK
2.2 MI S OF SH 20-CARBIDE, Mayes, OK
Built 1985 Load: 49.0 t ADT: 1,007
N4470
FairOver: SNAKE CREEK
6.5E 1N US412/SH82, Mayes, OK
Built 2010 Load: 49.0 t ADT: 150
E0380
FairOver: HACKBERRY CREEK
1S 2.3W OF CERES, Noble, OK
Built 1997 Load: 49.0 t ADT: 25
E0320
FairOver: CREEK
.6S 11E OF MARLAND, Noble, OK
Built 2001 Load: 49.0 t ADT: 50
E0370
FairOver: CREEK
.6E OF CERES, Noble, OK
Built 2000 Load: 49.0 t ADT: 24
6252C
FairOver: BLUE RIVER
3 S & .1 E OF FITZHUGH, Pontotoc, OK
Built 1981 Load: 49.0 t ADT: 200
6276C
FairOver: COAL CREEK
1.3 S & 1 E OF JESSE, Pontotoc, OK
Built 1998 Load: 49.0 t ADT: 135
N3690
FairOver: CREEK
1.9N 1E OF BUTNER, Seminole, OK
Built 2013 Load: 49.0 t ADT: 100
N4030 S. 129TH E.
FairOver: BROOKHOLLOW CREEK
.4N OF 41ST, Tulsa, OK
Built 2011 Load: 49.0 t ADT: 100
N2500
FairOver: CREEK
5E 6.8S OF US64/US281, Woods, OK
Built 2010 Load: 49.0 t ADT: 100
N2490
FairOver: CREEK
4E 5.5S OF ALVA, Woods, OK
Built 2009 Load: 49.0 t ADT: 30
S.H. 18
FairOver: ROCK CREEK
2.7N JCT SH-3E, Pottawatomie, OK
Built 2004 Load: 49.1 t ADT: 9,400
S.H. 52
FairOver: MOORE CREEK
4.17 N JCT US-266, Okmulgee, OK
Built 1954 Load: 49.2 t ADT: 1,600
E1820
FairOver: CREEK
6.8W 1.N JCT US81 SH53, Stephens, OK
Built 1990 Load: 49.2 t ADT: 100
E0410
FairOver: DRAINAGE DITCH
100' E OF SH 66, Rogers, OK
Built 1955 Load: 49.4 t ADT: 400
WILL ROGERS TPI-44
FairOver: DOG CREEK
12.8 MI NE OF TP GATE, Rogers, OK
Built 1958 Load: 49.4 t ADT: 23,500
N2790
FairOver: CREEK
3W.1N OF MARLOW, Stephens, OK
Built 2006 Load: 49.4 t ADT: 200
IRR E1710
FairOver: CREEK
4S 5.4W OF US 81, Stephens, OK
Built 2011 Load: 49.4 t ADT: 100
E1440
FairOver: CREEK
1N; 2.4E OF SH 59 / US 77, McClain, OK
Built 2009 Load: 49.5 t ADT: 90
E1790
FairOver: CREEK
3.5W 2S OF SH7/VELMA, Stephens, OK
Built 2011 Load: 49.5 t ADT: 50
U.S. 75
FairOver: SAUNDERS CREEK
2.5 MI N TULSA C/L, Washington, OK
Built 1962 Load: 49.6 t ADT: 13,100
E1820
FairOver: CREEK
1. M. N.& .9 M. W.SH5&S53, Cotton, OK
Built 1955 Load: 49.7 t ADT: 100
N3945
FairOver: CREEK
1.5N 2.5W OF DEWEY, Washington, OK
Built 2005 Load: 49.7 t ADT: 950
E0190
FairOver: CREEK
1S 1.6W OF CHEROKEE, Alfalfa, OK
Built 2008 Load: 49.9 t ADT: 100
N2650
FairOver: CREEK
1W .2N OF 45/58 JCT, Alfalfa, OK
Built 2016 Load: 49.9 t ADT: 100
E0250
FairOver: CREEK
1S .7W OF U.S. 64/S.H. 8, Alfalfa, OK
Built 2021 Load: 49.9 t ADT: 100
N1530
FairOver: CREEK
14E 1.5N JCT SH3/US270N, Beaver, OK
Built 2005 Load: 49.9 t ADT: 25
E1840
FairOver: CREEK
1N 1.7W JCT US77&SH53W, Carter, OK
Built 2002 Load: 49.9 t ADT: 25
N2200
FairOver: WEST BARNITZ CREEK
.8 S 6. E BUTLER, Custer, OK
Built 1996 Load: 49.9 t ADT: 25
E0440
FairOver: CREEK
1.5S 2.9E OF US 412/SH 74, Garfield, OK
Built 2002 Load: 49.9 t ADT: 75
E1290
FairOver: CREEK
11.5S .5W JCT US81 SH37, Grady, OK
Built 1995 Load: 49.9 t ADT: 100
N2760
FairOver: CREEK
3W 8.1N OF SH132/SH11, Grant, OK
Built 1998 Load: 49.9 t ADT: 24
N2890
FairOver: CREEK
2N 4E .5N OF SH11/SH11A, Grant, OK
Built 2001 Load: 49.9 t ADT: 24
E0230
FairOver: CREEK
.3W 1N .9E OF NASH, Grant, OK
Built 2010 Load: 49.9 t ADT: 25
E0200
FairOver: DUCK CREEK
2N 7.6E OF I35/US60, Kay, OK
Built 1939 Load: 49.9 t ADT: 50
N3370
FairOver: WOLF CREEK
3.2E 1.6S OF NEWKIRK, Kay, OK
Built 2008 Load: 49.9 t ADT: 100
N2780
FairOver: CREEK
4W 4.8N OF OKARCHE, Kingfisher, OK
Built 2000 Load: 49.9 t ADT: 96
S.H. 33
FairOver: CIMARRON RIVER
13.4 E OF US 77 JCT, Logan, OK
Built 2005 Load: 49.9 t ADT: 3,900
E0720
FairOver: CREEK
1.5N 7.5E OF CRESENT, Logan, OK
Built 2011 Load: 49.9 t ADT: 100
N2550
FairOver: CREEK
.6N 1.E OF FAIRVIEW, Major, OK
Built 1992 Load: 49.9 t ADT: 100
E0520
FairOver: SKUNK CREEK
.5S 5.3W OF FAIRVIEW, Major, OK
Built 2007 Load: 49.9 t ADT: 75
IRR E0180
FairOver: HORSE CREEK
4.5N 1E OF AFTON, Ottawa, OK
Built 2014 Load: 49.9 t ADT: 100
E1477
FairOver: CREEK
.4 S & .1 E OF ALLEN, Pontotoc, OK
Built 1992 Load: 49.9 t ADT: 100
E1350
FairOver: CREEK
1 S & 1.9 W OF PEARSON, Pottawatomie, OK
Built 1995 Load: 49.9 t ADT: 50
E1200
FairOver: CREEK
3S&.6E OF BETHEL ACRES, Pottawatomie, OK
Built 2005 Load: 49.9 t ADT: 100
Showing 11,401-11,450 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.