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
N1745
FairOver: CREEK
WALNUT & 7 TH; ST., Beckham, OK
Built 1941 Load: 19.1 t ADT: 100
N1790
FairOver: TURKEY CREEK
4.8 E .6 S OF ERICK, Beckham, OK
Built 1986 Load: 19.1 t ADT: 25
E1220
FairOver: SADLER CREEK
5.4 E 2. N OF CARTER, Beckham, OK
Built 1991 Load: 19.1 t ADT: 25
IRR N2620
FairOver: CREEK
2.3S 2.5E OF GREENFIEL, Blaine, OK
Built 1930 Load: 19.1 t ADT: 50
N2620
FairOver: CREEK
3.N .5W OF GEARY, Blaine, OK
Built 1930 Load: 19.1 t ADT: 50
N2680
FairOver: CEDAR CREEK
10.5 E 2.4 N WATONGA, Blaine, OK
Built 1937 Load: 19.1 t ADT: 50
0660C
FairOver: CREEK
7.5 E 6.6.N GREENFIELD, Blaine, OK
Built 1937 Load: 19.1 t ADT: 40
0676C
FairOver: CREEK
3.5 N 9.4 E GREENFIELD, Blaine, OK
Built 1937 Load: 19.1 t ADT: 50
FAS 0608
FairOver: CREEK
1W 5.5N OF HITCHCOCK, Blaine, OK
Built 1938 Load: 19.1 t ADT: 50
N2640
FairOver: CREEK
2.9N 7E OF WATONGA, Blaine, OK
Built 1938 Load: 19.1 t ADT: 24
0660C
FairOver: CREEK
7.5E 7.6N OF GREENFIELD, Blaine, OK
Built 1938 Load: 19.1 t ADT: 50
N2570
FairOver: CREEK
.5N 2.5W OF GREENFIELD, Blaine, OK
Built 1938 Load: 19.1 t ADT: 50
E0780
FairOver: CREEK
7.5 W 2.5 N WATONGA, Blaine, OK
Built 1938 Load: 19.1 t ADT: 50
IRR E0840
FairOver: CREEK
4. S 5.5 W WATONGA, Blaine, OK
Built 1938 Load: 19.1 t ADT: 50
FAS 0628
FairOver: CREEK
1.3S 1.3W OF GREENFIEL, Blaine, OK
Built 1938 Load: 19.1 t ADT: 100
FAS 0628
FairOver: CREEK
1.3S .3W OF GREENFIELD, Blaine, OK
Built 1938 Load: 19.1 t ADT: 100
FAS 0605
FairOver: CREEK
1.5 N 0.6 W OF GEARY, Blaine, OK
Built 1938 Load: 19.1 t ADT: 250
E0750
FairOver: COOPER CREEK
3. S 3.2 E HITCHCOCK, Blaine, OK
Built 1938 Load: 19.1 t ADT: 50
N2470
FairOver: CREEK
7.4S 1W OF CANTON, Blaine, OK
Built 1938 Load: 19.1 t ADT: 50
IRR FAS 0614
FairOver: CREEK
6W 2N OF WATONGA, Blaine, OK
Built 1938 Load: 19.1 t ADT: 100
0660C
FairOver: CREEK
7.5E 7N OF GREENFIELD, Blaine, OK
Built 1938 Load: 19.1 t ADT: 50
IRR E0840
FairOver: CREEK
5. W 3.5 S WATONGA, Blaine, OK
Built 1938 Load: 19.1 t ADT: 50
FAS 0628
FairOver: HORSE CREEK
1.3 S .8 W OF GREENFIELD, Blaine, OK
Built 1938 Load: 19.1 t ADT: 100
E0750
FairOver: COOPER CREEK
3. S 2.4 E OF HITCHCOC, Blaine, OK
Built 1938 Load: 19.1 t ADT: 50
E0750
FairOver: CREEK
3. S 2.6 E HITCHCOCK, Blaine, OK
Built 1938 Load: 19.1 t ADT: 50
N2640
FairOver: SALT CREEK
1.E 4.2S OF OKEENE, Blaine, OK
Built 1938 Load: 19.1 t ADT: 100
FAS 0609
FairOver: CREEK
2.8 W OF HITCHCOCK, Blaine, OK
Built 1938 Load: 19.1 t ADT: 100
N2530
FairOver: CREEK
4.5 W 2.2 N OF WATONGA, Blaine, OK
Built 1938 Load: 19.1 t ADT: 50
IRR FAS 0618
FairOver: CREEK
6.3 W 1.0 S GEARY, Blaine, OK
Built 1939 Load: 19.1 t ADT: 100
0636C
FairOver: CREEK
2.3 W 3.3 S GREENFIELD, Blaine, OK
Built 1940 Load: 19.1 t ADT: 50
FAS 0604
FairOver: CREEK
2 W OF GREENFIELD, Blaine, OK
Built 1940 Load: 19.1 t ADT: 100
FAS 0604
FairOver: CREEK
.5 N .4 E OF GREENFLD, Blaine, OK
Built 1940 Load: 19.1 t ADT: 100
FAS 0608
FairOver: SALT CREEK
1 W 3 N OF HITCHCOCK, Blaine, OK
Built 1958 Load: 19.1 t ADT: 50
N2560
FairOver: CREEK
7W .1N OF OKEENA, Blaine, OK
Built 1950 Load: 19.1 t ADT: 100
N3651 (0716C)
FairOver: CREEK
1.8S .9W of COLBERT, Bryan, OK
Built 1906 Load: 19.1 t ADT: 100
0748C
FairOver: ROCK CREEK
.5W of BLUE, Bryan, OK
Built 1912 Load: 19.1 t ADT: 100
N3850
FairOver: TUKLO CREEK
2.1N ALBANY, Bryan, OK
Built 1921 Load: 19.1 t ADT: 50
0714C
FairOver: LITTLE SAND CREEK
2.7 MI E OF PLATTER, Bryan, OK
Built 1937 Load: 19.1 t ADT: 200
E2080
FairOver: CREEK
4.0W&1.0 S OF BOKCHITO, Bryan, OK
Built 1937 Load: 19.1 t ADT: 100
E2000
FairOver: CREEK
1.1 MI E SEVENMILE COR, Bryan, OK
Built 1937 Load: 19.1 t ADT: 30
0710C
FairOver: CREEK
1.8 MI W OF CALERA, Bryan, OK
Built 1938 Load: 19.1 t ADT: 200
E2030
FairOver: THOMPSON CREEK
1.2 N 1.6 E ARMSTRONG, Bryan, OK
Built 1938 Load: 19.1 t ADT: 100
0704C
FairOver: CREEK
2.E&7. N OF BENNINGTON, Bryan, OK
Built 1938 Load: 19.1 t ADT: 100
FAS 0724
FairOver: HARRINGTON CREEK
2.6E OF ARMSTRONG, Bryan, OK
Built 1938 Load: 19.1 t ADT: 100
0750C
FairOver: CADDO CREEK
4.5N OF BLUE, Bryan, OK
Built 1938 Load: 19.1 t ADT: 100
0732C
FairOver: BOIS D'ARC CREEK
2.E & 1.7N OF BROWN, Bryan, OK
Built 1939 Load: 19.1 t ADT: 100
0758C
FairOver: CREEK
1 E. & 6 N. OF BENNINGTON, Bryan, OK
Built 1940 Load: 19.1 t ADT: 175
FAS 0726
FairOver: LITTLE SAND CREEK
2.5 MI N OF COLBERT, Bryan, OK
Built 1975 Load: 19.1 t ADT: 100
0748C
FairOver: CEDAR CREEK
1.2S 1.2W OF BLUE, Bryan, OK
Built 1982 Load: 19.1 t ADT: 100
FAS 0720
FairOver: CREEK
7.2M.S. OF BOKCHITO, Bryan, OK
Built 1989 Load: 19.1 t ADT: 150
Showing 3,251-3,300 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 |