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
4034C
GoodOver: CREEK
0.2 E REICHERT, Le Flore, OK
Built 1948 Load: 19.1 t ADT: 525
4024C
GoodOver: CREEK
2.9 S 2.0 E CAMERON, Le Flore, OK
Built 1939 Load: 19.1 t ADT: 200
E1410
GoodOver: CREEK
2.4 E 1.5 S MONROE, Le Flore, OK
Built 1939 Load: 19.1 t ADT: 100
4084C
GoodOver: CREEK
2.4 S; 1.8 W HICKS, Le Flore, OK
Built 1940 Load: 19.1 t ADT: 100
4084C
GoodOver: CREEK
3.3 S 2.2 W HICKS, Le Flore, OK
Built 1940 Load: 19.1 t ADT: 100
N4662
GoodOver: CREEK
1.4 E MUSE, Le Flore, OK
Built 1940 Load: 19.1 t ADT: 50
4084C
GoodOver: CREEK
2.3 S 1.4 W HICKS, Le Flore, OK
Built 1940 Load: 19.1 t ADT: 100
4072C
GoodOver: CREEK
3.7 N 3.0 E SPIRO, Le Flore, OK
Built 1940 Load: 19.1 t ADT: 200
N4550
GoodOver: CEDAR CREEK
3.1 E; 2.6 N LEFLORE, Le Flore, OK
Built 1940 Load: 19.1 t ADT: 100
E1564
GoodOver: SHAWNEE CREEK
1.2 W; 0.8 S STAPP, Le Flore, OK
Built 1940 Load: 19.1 t ADT: 24
E1325
GoodOver: CREEK
2.9 S; 1.4 E CAMERON, Le Flore, OK
Built 1941 Load: 19.1 t ADT: 100
FAU 1446(DEWEY AVE
GoodOver: TOWN CREEK
.55 MI E OF FRONT ST, Le Flore, OK
Built 1949 Load: 19.1 t ADT: 475
4030C
GoodOver: CREEK
6.4 E LEFLORE, Le Flore, OK
Built 1949 Load: 19.1 t ADT: 425
4034C
GoodOver: CREEK
3.7 W HODGENS, Le Flore, OK
Built 1955 Load: 19.1 t ADT: 550
4030C
GoodOver: CREEK
2.8 E LEFLORE, Le Flore, OK
Built 1955 Load: 19.1 t ADT: 400
4034C
GoodOver: CREEK
0.8 E HODGENS, Le Flore, OK
Built 1956 Load: 19.1 t ADT: 550
E1265
GoodOver: CREEK
3.5 S; 2.5 W POCOLA, Le Flore, OK
Built 1959 Load: 19.1 t ADT: 400
4084C
GoodOver: BIG CREEK
1.7 S; 1.0 W HICKS, Le Flore, OK
Built 1959 Load: 19.1 t ADT: 100
POSUM VALLEY RD
GoodOver: POLK CREEK
0.5 MI.N.COGGINS ST., Le Flore, OK
Built 2002 Load: 19.1 t ADT: 300
FAU 1451(WEST BLVD
GoodOver: CREEK
.25 MI.N. URBAN LIMITS, Le Flore, OK
Built 1960 Load: 19.1 t ADT: 1,000
FAU 1451(WEST BLVD
GoodOver: MCMURTREY CREEK
.35 MI.N. URBAN LIMITS, Le Flore, OK
Built 1960 Load: 19.1 t ADT: 1,000
FAS 4018
GoodOver: CREEK
6.0 S; 1.2 E SUMMERFIELD, Le Flore, OK
Built 1963 Load: 19.1 t ADT: 150
FAS 4018
GoodOver: CREEK
6.8 S; 1.5 E SUMMERFIELD, Le Flore, OK
Built 1963 Load: 19.1 t ADT: 150
FAS 4018
GoodOver: BRUSHY CREEK
1.4 W; 1.0 N STAPP, Le Flore, OK
Built 1963 Load: 19.1 t ADT: 250
FAS 4018
GoodOver: CEDAR CREEK
4.5 W; 0.4 N STAPP, Le Flore, OK
Built 1963 Load: 19.1 t ADT: 250
FAS 4018
GoodOver: RED LICK CREEK
3.2 W; 0.5 N STAPP, Le Flore, OK
Built 1963 Load: 19.1 t ADT: 250
FAS 4018
GoodOver: WELL HOLLOW CREEK
7.0 S REICHERT, Le Flore, OK
Built 1971 Load: 19.1 t ADT: 250
FAS 4018
GoodOver: CREEK
7.0 N LENOX, Le Flore, OK
Built 1973 Load: 19.1 t ADT: 150
FAS 4018
GoodOver: UPPER HOLSON CREEK
6.5 N MUSE, Le Flore, OK
Built 1973 Load: 19.1 t ADT: 250
FAS 4018
GoodOver: WILDHORSE CREEK
1.5 N HICKS, Le Flore, OK
Built 1973 Load: 19.1 t ADT: 250
E1440
GoodOver: CREEK
1.6 S HOWE, Le Flore, OK
Built 1975 Load: 19.1 t ADT: 200
4024C
GoodOver: RIDDLE CREEK
3.6 E; 2.4 S CAMERON, Le Flore, OK
Built 1982 Load: 19.1 t ADT: 200
4015C
GoodOver: CREEK
3.0 W SHADY POINT, Le Flore, OK
Built 1984 Load: 19.1 t ADT: 300
N4730
GoodOver: CREEK
4.6 S SPIRO, Le Flore, OK
Built 1987 Load: 19.1 t ADT: 30
E1320
GoodOver: CREEK
0.5 N; 0.6 W US271/SH112, Le Flore, OK
Built 1987 Load: 19.1 t ADT: 150
N4570
GoodOver: COAL CREEK
1.5 N; 1.2 E FANSHAWE, Le Flore, OK
Built 1990 Load: 19.1 t ADT: 100
4068C
GoodOver: GAP CREEK
3.6 S; 0.5 W CAMERON, Le Flore, OK
Built 1992 Load: 19.1 t ADT: 550
N4720
GoodOver: COAL CREEK
0.8 S; 0.5 W HOWE, Le Flore, OK
Built 1994 Load: 19.1 t ADT: 100
E1547
GoodOver: FRIZZELL BRANCH CREEK
1.5 E; 0.3 N ZOE, Le Flore, OK
Built 1997 Load: 19.1 t ADT: 75
N4780
GoodOver: CREEK
4.0 E; 1.5 S HEAVENER, Le Flore, OK
Built 2006 Load: 19.1 t ADT: 100
N4730
GoodOver: CREEK
0.5 N; 1.5 E HOWE, Le Flore, OK
Built 2004 Load: 19.1 t ADT: 50
E1625 (4044C)
GoodOver: PATTERSON CREEK
1.0 S; 0.6 W MUSE, Le Flore, OK
Built 2004 Load: 19.1 t ADT: 50
E1620
GoodOver: CREEK
0.5 S; 1.5 W MUSE, Le Flore, OK
Built 2004 Load: 19.1 t ADT: 50
E1440
GoodOver: THOMPSON CREEK
2.5 N; 4.1 W HEAVENER, Le Flore, OK
Built 2006 Load: 19.1 t ADT: 100
4501C
GoodOver: CREEK
1.5 S; 0.6 E HONOBIA, Le Flore, OK
Built 2008 Load: 19.1 t ADT: 24
FAU 1455 (WITTE ST
GoodOver: POTEAU RIVER
1.25 MI N OF DEWEY AV, Le Flore, OK
Built 1998 Load: 19.1 t ADT: 3,000
IRR FAS 4033
GoodOver: CREEK
3.5 W; 0.9 N ZAFRA, Le Flore, OK
Built 2011 Load: 19.1 t ADT: 150
IRR FAS 4033
GoodOver: CREEK
3.4 W; 0.9 N ZAFRA, Le Flore, OK
Built 2011 Load: 19.1 t ADT: 150
D1273
GoodOver: CREEK
4.0 S; 1.7 W POCOLA, Le Flore, OK
Built 2012 Load: 19.1 t ADT: 50
N4770
GoodOver: CREEK
3W; 1.3N OF POCOLA, Le Flore, OK
Built 2012 Load: 19.1 t ADT: 40
Showing 12,901-12,950 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.