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
N4520
PoorOver: WHEELOCK CREEK
0.5 N 1.0 E MILLERTON, McCurtain, OK
Built 1939 Load: 19.1 t ADT: 100
N4800
PoorOver: YELLOW BRANCH CREEK
2.0 N; 3.0 E TOM, McCurtain, OK
Built 1949 Load: 19.1 t ADT: 50
4530C
PoorOver: CREEK
0.7 N GARVIN, McCurtain, OK
Built 1964 Load: 19.1 t ADT: 100
IRR4555C
PoorOver: ROCKY CREEK
4.8 S; 1.0 W BATTIEST, McCurtain, OK
Built 1968 Load: 19.1 t ADT: 100
N4460
PoorOver: STEVENS CREEK
5.0 N; 1.0 W VALLIANT, McCurtain, OK
Built 1984 Load: 19.1 t ADT: 100
N4725
PoorOver: GOODWATER CREEK
0.5 E; 0.8 S REDLAND, McCurtain, OK
Built 1993 Load: 19.1 t ADT: 50
IRR FAS 4533
PoorOver: CREEK
1.3 N; 0.1 W BETHEL, McCurtain, OK
Built 1994 Load: 19.1 t ADT: 700
IRR 4501C
PoorOver: CREEK
4.4 N; 1.0 E BETHEL, McCurtain, OK
Built 2004 Load: 19.1 t ADT: 300
IRR 4501C
PoorOver: CREEK
4.1 N; 0.9 E BETHEL, McCurtain, OK
Built 2004 Load: 19.1 t ADT: 250
N3780
PoorOver: CREEK
5 S & 1 E OF OKEMAH, Okfuskee, OK
Built 1938 Load: 19.1 t ADT: 100
PORTLAND AVE.
PoorOver: DEEP FORK CREEK
.4S OF NW 36 ST, Oklahoma, OK
Built 1940 Load: 19.1 t ADT: 14,100
E1090 (SE 29 ST.)
PoorOver: SOLDIER CREEK
.2E DOUGLAS BLVD, Oklahoma, OK
Built 1971 Load: 19.1 t ADT: 13,563
N3960
PoorOver: CREEK
2.5 E 0.6 N US75-SH16, Okmulgee, OK
Built 1940 Load: 19.1 t ADT: 100
N3745
PoorOver: CREEK
1.0 MI N OF WYNONA, Osage, OK
Built 1943 Load: 19.1 t ADT: 90
ESECO (E0730)
PoorOver: BIG CREEK
ESECO\ELM CREEK RD .1E, Payne, OK
Built 1928 Load: 19.1 t ADT: 100
E1430
PoorOver: CREEK
2.0 MI E OF ARPELAR, Pittsburg, OK
Built 1926 Load: 19.1 t ADT: 100
6174C
PoorOver: CREEK
1.4 MI N OF DOW, Pittsburg, OK
Built 1938 Load: 19.1 t ADT: 100
6168C
PoorOver: CREEK
S END MCCALESTER AIRPO, Pittsburg, OK
Built 1938 Load: 19.1 t ADT: 250
6138C
PoorOver: CREEK
10.7 S 1.2 E OF BLANCO, Pittsburg, OK
Built 1938 Load: 19.1 t ADT: 100
N4010
PoorOver: CREEK
2.7 S .5 E OF ULAN, Pittsburg, OK
Built 1939 Load: 19.1 t ADT: 100
6172C
PoorOver: CREEK
5. S 2. W HARTSHORNE, Pittsburg, OK
Built 1939 Load: 19.1 t ADT: 100
FAS 6105
PoorOver: CREEK
4.4 MI W OF ADAMSON, Pittsburg, OK
Built 1943 Load: 19.1 t ADT: 475
FAS 6126
PoorOver: SASSAFRAS CREEK
2.1 N 5.4 W OF KIOWA, Pittsburg, OK
Built 1943 Load: 19.1 t ADT: 200
FAS 6105
PoorOver: EAST KREBS CREEK
3.2 MI E OF KREBS, Pittsburg, OK
Built 1943 Load: 19.1 t ADT: 475
FAS 6126
PoorOver: SAND CREEK
1.0 E OF ASHLAND, Pittsburg, OK
Built 1946 Load: 19.1 t ADT: 150
E1305
PoorOver: CREEK
.5 N .5 W OF QUINTON, Pittsburg, OK
Built 1956 Load: 19.1 t ADT: 40
FAS 6125
PoorOver: CREEK
2.5W & .6N OF RUSSELVILLE, Pittsburg, OK
Built 1960 Load: 19.1 t ADT: 100
E1480
PoorOver: CREEK
1. N 1. E HARTSHORNE, Pittsburg, OK
Built 1962 Load: 19.1 t ADT: 100
6138C
PoorOver: CREEK
1 S 4.8 E OF PITTSBURG, Pittsburg, OK
Built 1968 Load: 19.1 t ADT: 200
6184C
PoorOver: PEACEABLE CREEK
1.2 N 2.2 E SAVANNA, Pittsburg, OK
Built 1982 Load: 19.1 t ADT: 100
6112C
PoorOver: LICK CREEK
2.8 N 1.6 W FEATHERSTO, Pittsburg, OK
Built 1984 Load: 19.1 t ADT: 75
6172C
PoorOver: CREEK
4.5 S 2.3 W HARTSHORNE, Pittsburg, OK
Built 1993 Load: 19.1 t ADT: 100
6172C
PoorOver: CREEK
3. S 2. W HARTSHORNE, Pittsburg, OK
Built 1993 Load: 19.1 t ADT: 100
6112C
PoorOver: HEIFER CREEK OFLOW
1.5W 1SW OF RUSSELVILLE, Pittsburg, OK
Built 2003 Load: 19.1 t ADT: 100
E1290
PoorOver: CREEK
1.5S 4.2W OF INDIANOLA, Pittsburg, OK
Built 2007 Load: 19.1 t ADT: 100
N4035
PoorOver: RABBIT CREEK
3.5W 1.5N OF MCALESTER, Pittsburg, OK
Built 2016 Load: 19.1 t ADT: 150
N3390
PoorOver: CREEK
.1 S & 2 E OF HAZEL DELL, Pottawatomie, OK
Built 1939 Load: 19.1 t ADT: 100
6428C
PoorOver: TURKEY CREEK
0.7 MI N OF SOBOL, Pushmataha, OK
Built 1935 Load: 19.1 t ADT: 100
6410C
PoorOver: CREEK
.8S 4.8E OF ALBION, Pushmataha, OK
Built 1937 Load: 19.1 t ADT: 100
E1620
PoorOver: CREEK
2.7 MI E OF ALBION, Pushmataha, OK
Built 1940 Load: 19.1 t ADT: 50
N3580
PoorOver: CREEK
.2 S & 2 E OF LITTLE, Seminole, OK
Built 1928 Load: 19.1 t ADT: 100
N3630
PoorOver: CREEK
.5 S & 1.2 W OF SASAKWA, Seminole, OK
Built 1939 Load: 19.1 t ADT: 100
E1390
PoorOver: CREEK
2.6 N OF KONAWA, Seminole, OK
Built 1939 Load: 19.1 t ADT: 100
N3590
PoorOver: CREEK
.7 S & 5.3 W OF SASAKWA, Seminole, OK
Built 1939 Load: 19.1 t ADT: 100
N3670
PoorOver: CREEK
1.7 S & 1 E OF WEWOKA, Seminole, OK
Built 1939 Load: 19.1 t ADT: 100
N3550
PoorOver: CREEK
2.7 N & 1 W OF VAMOOSA, Seminole, OK
Built 1941 Load: 19.1 t ADT: 75
D3545
PoorOver: CREEK
.8 S & 3 E OF KONAWA, Seminole, OK
Built 1942 Load: 19.1 t ADT: 50
6718C
PoorOver: TRIBUTARY TO WEWOKA CK
1 N & .3 W OF WEWOKA, Seminole, OK
Built 1942 Load: 19.1 t ADT: 675
E1700
PoorOver: CREEK
3.N 3.1E OF MANITOU, Tillman, OK
Built 1939 Load: 19.1 t ADT: 30
E1210
PoorOver: S. FORK OF CALVARY CREEK
6E 2S OF CORDELL, Washita, OK
Built 1923 Load: 19.1 t ADT: 25
Showing 21,651-21,700 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 |