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
IRR E1580
FairOver: CREEK
2. N .3 W OF MT PARK, Kiowa, OK
Built 1939 Load: 19.1 t ADT: 100
IRR E1580
FairOver: CREEK
2. N .7 W OF MT PARK, Kiowa, OK
Built 1939 Load: 19.1 t ADT: 100
IRR E1580
FairOver: CREEK
2. N .4 W OF MT PARK, Kiowa, OK
Built 1939 Load: 19.1 t ADT: 100
FAS 3817
FairOver: CREEK
0.8 MI S LONG WOLF, Kiowa, OK
Built 1939 Load: 19.1 t ADT: 100
FAS 3801
FairOver: CREEK
1.0 W 8.4 N LONG WOLF, Kiowa, OK
Built 1940 Load: 19.1 t ADT: 100
IRR N2300
FairOver: CREEK
4. E 1.8 S OF SNYDER, Kiowa, OK
Built 1940 Load: 19.1 t ADT: 100
FAS 3825
FairOver: CREEK
3.0 S 0.6 W HOBART, Kiowa, OK
Built 1940 Load: 19.1 t ADT: 100
E1550
FairOver: CREEK
5. N 8.5 W OF MT PARK, Kiowa, OK
Built 1940 Load: 19.1 t ADT: 100
E1360
FairOver: CREEK
2. N 8.6 E OF HOBART, Kiowa, OK
Built 1940 Load: 19.1 t ADT: 100
IRR E1580
FairOver: CREEK
2. N 2. E OF MT PARK, Kiowa, OK
Built 1940 Load: 19.1 t ADT: 100
E1310
FairOver: CREEK
1. W 1. N OF MT VIEW, Kiowa, OK
Built 1940 Load: 19.1 t ADT: 100
IRR N2260 (G ST.)
FairOver: CREEK
F STREET & 12TH STREET, Kiowa, OK
Built 1940 Load: 19.1 t ADT: 100
3860C
FairOver: CREEK
5.0 S 3.6 E GOTEBO, Kiowa, OK
Built 1940 Load: 19.1 t ADT: 100
E1400
FairOver: CREEK
S OF LONE WOLF .2 E, Kiowa, OK
Built 1940 Load: 19.1 t ADT: 100
FAS 3810
FairOver: CREEK
1.3 MI W OF CAMBRIDGE, Kiowa, OK
Built 1940 Load: 19.1 t ADT: 100
E1350
FairOver: CREEK
2. N 5.5 W OF HOBART, Kiowa, OK
Built 1941 Load: 19.1 t ADT: 100
N2260
FairOver: CREEK
8. S 5. W OF GOTEBO, Kiowa, OK
Built 1941 Load: 19.1 t ADT: 100
E1350
FairOver: CREEK
2. N 6.5 W OF HOBART, Kiowa, OK
Built 1941 Load: 19.1 t ADT: 100
E1450
FairOver: CREEK
5. S .8 E OF LONE WOLF, Kiowa, OK
Built 1942 Load: 19.1 t ADT: 100
E1350
FairOver: CREEK
3. S 5.1 E OF MT VIEW, Kiowa, OK
Built 1955 Load: 19.1 t ADT: 100
IRR FAS 3815
FairOver: CREEK
7 S 2 MI W OF HOBART, Kiowa, OK
Built 1959 Load: 19.1 t ADT: 100
E1350
FairOver: LITTLE ELK CREEK
2. N .8 W OF HOBART, Kiowa, OK
Built 1987 Load: 19.1 t ADT: 100
N2300
FairOver: CREEK
4E .8S OF SNYDER, Kiowa, OK
Built 1937 Load: 19.1 t ADT: 100
N4270
FairOver: CREEK
0.3 MI S OF HILSON, Latimer, OK
Built 1938 Load: 19.1 t ADT: 24
IRR 3932C
FairOver: CREEK
4.5 N 1.7 E OF BENGAL, Latimer, OK
Built 1938 Load: 19.1 t ADT: 100
IRR 3932C
FairOver: CREEK
4.5 N 2.4 E OF BENGAL, Latimer, OK
Built 1938 Load: 19.1 t ADT: 100
E1430
FairOver: CREEK
1.7 MI N OF WILBURTON, Latimer, OK
Built 1938 Load: 19.1 t ADT: 100
N4490
FairOver: CREEK
3. E 1. S OF RED OAK, Latimer, OK
Built 1939 Load: 19.1 t ADT: 100
N4230
FairOver: CREEK
1.3 MI S OF DRUMB, Latimer, OK
Built 1939 Load: 19.1 t ADT: 40
N4490
FairOver: OAK CREEK
3. E 1. S OF RED OAK, Latimer, OK
Built 1939 Load: 19.1 t ADT: 100
N4324
FairOver: BANDY CREEK
NE CORNER WILBURTON CEME., Latimer, OK
Built 1939 Load: 19.1 t ADT: 100
ANDERSON CREEK RD
FairOver: CREEK
1.3 W YANUSH, Latimer, OK
Built 1940 Load: 19.1 t ADT: 150
D1444
FairOver: CREEK
1.2 W .2 NW OF PANOLA, Latimer, OK
Built 1940 Load: 19.1 t ADT: 100
D1380
FairOver: SAN BOIS CREEK
3.5 NW OF ROBBERS CAVE, Latimer, OK
Built 1940 Load: 19.1 t ADT: 100
3916C
FairOver: BANDY CREEK
3.5 E .7 S OF US 270& SH2, Latimer, OK
Built 1940 Load: 19.1 t ADT: 100
3902C
FairOver: CREEK
1.5 MI N OF RED OAK, Latimer, OK
Built 1945 Load: 19.1 t ADT: 100
3928C
FairOver: FOURCHE MALINE CREEK
.6 W 1.2 N OF WILBURTON, Latimer, OK
Built 1948 Load: 19.1 t ADT: 200
E1475
FairOver: CREEK
0.6 W; 0.3 S GOWEN, Latimer, OK
Built 1950 Load: 19.1 t ADT: 200
ROLLING HILLS RD.
FairOver: JACKSON CREEK
3.0 W; 1.5 S TALIHINA, Latimer, OK
Built 1950 Load: 19.1 t ADT: 100
D1444
FairOver: CREEK
2.0 MI W OF PANOLA, Latimer, OK
Built 1960 Load: 19.1 t ADT: 100
IRR 3914C
FairOver: CREEK
1.0 S. OF WILBURTON, Latimer, OK
Built 1960 Load: 19.1 t ADT: 200
3922C
FairOver: CREEK
10.0 W; 1.6 S YANUSH, Latimer, OK
Built 1982 Load: 19.1 t ADT: 100
E1590
FairOver: CREEK
1.2 E YANUSH, Latimer, OK
Built 1991 Load: 19.1 t ADT: 24
CUPCO RD
FairOver: CREEK
1.8 E; 1.0 S YANUSH, Latimer, OK
Built 1992 Load: 19.1 t ADT: 100
HATTON RD N4420
FairOver: LITTLE BUFFALO CREEK
7.0 W; 1.6 S TALIHINA, Latimer, OK
Built 1992 Load: 19.1 t ADT: 100
N4390
FairOver: LITTLE BUFFALO CREEK
5.5 E; 1.3 N YANUSH, Latimer, OK
Built 1996 Load: 19.1 t ADT: 75
N4337
FairOver: CREEK
3.0 S DAMON, Latimer, OK
Built 1962 Load: 19.1 t ADT: 100
4034C
FairOver: CREEK
3.3S OF HEAVENER, Le Flore, OK
Built 1920 Load: 19.1 t ADT: 575
D4670
FairOver: ROCK CREEK
1.0 E 0.4 N WISTER, Le Flore, OK
Built 1935 Load: 19.1 t ADT: 100
E1460
FairOver: CREEK
3.3 W HEAVENER, Le Flore, OK
Built 1936 Load: 19.1 t ADT: 100
Showing 3,951-4,000 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 |