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
6769C
FairOver: GAR CREEK
1.6 S & 2 W OF SYLVIAN, Seminole, OK
Built 1961 Load: 19.1 t ADT: 900
6750C
FairOver: WEWOKA CREEK
.8 N & 4 W OF SEMINOLE, Seminole, OK
Built 1964 Load: 19.1 t ADT: 700
6776C
FairOver: CREEK
1 S & 1.2 E OF WEWOKA, Seminole, OK
Built 1977 Load: 19.1 t ADT: 270
6718C
FairOver: CREEK
1.5 N & 1.8 W OF WEWOKA, Seminole, OK
Built 1982 Load: 19.1 t ADT: 675
N3580
FairOver: CREEK
.6 N & 2 E OF SEMINOLE, Seminole, OK
Built 1984 Load: 19.1 t ADT: 100
E1230
FairOver: MAGNOLIA CREEK
.5 N & .5 E OF SEMINOLE, Seminole, OK
Built 2002 Load: 19.1 t ADT: 4,500
E0995
FairOver: CREEK
3. N 1.6 E OF GORE, Sequoyah, OK
Built 1935 Load: 19.1 t ADT: 100
6918C
FairOver: CREEK
9.2 MI W OF DUNCAN, Stephens, OK
Built 1940 Load: 19.1 t ADT: 210
N2950
FairOver: PINE CREEK
13. E 2.9 N OF US 81, Stephens, OK
Built 1991 Load: 19.1 t ADT: 100
E0100
FairOver: PONY CREEK
13.5 MI W OF HOOKER, Texas, OK
Built 1955 Load: 19.1 t ADT: 100
FAS 7032
FairOver: HACKBERRY CREEK
.2E 5.8 MI S OF HARDESTY, Texas, OK
Built 1962 Load: 19.1 t ADT: 100
FAS 7032
FairOver: DRY CREEK
.2E 1.1 MI S OF HARDESTY, Texas, OK
Built 1963 Load: 19.1 t ADT: 100
FAS 7002
FairOver: PALO DURO CREEK
5.2E 5.S .9E OF HARDESTY, Texas, OK
Built 1964 Load: 19.1 t ADT: 100
FAS 7003
FairOver: LITTLE GOFF CREEK
15.W 1.3N OF FOUR CORNERS, Texas, OK
Built 1968 Load: 19.1 t ADT: 100
E0290
FairOver: BEAVER RIVER
5.9 N OF TEXHOMA, Texas, OK
Built 1968 Load: 19.1 t ADT: 100
E0100
FairOver: CREEK
7 MI W OF HOOKER, Texas, OK
Built 1969 Load: 19.1 t ADT: 100
E0100
FairOver: CREEK
5.7 MI W OF HOOKER, Texas, OK
Built 1969 Load: 19.1 t ADT: 100
FAS 7003
FairOver: N. FORK FRISCO CREEK
.2W 3.2 MI S OF GOODWELL, Texas, OK
Built 1969 Load: 19.1 t ADT: 100
FAS 7014
FairOver: BEAVER RIVER
.2S 7.8W OF TEXHOMA, Texas, OK
Built 1969 Load: 19.1 t ADT: 100
D0913
FairOver: COLDWATER CREEK
4.9 N 3.7 W HITCHLAND, Texas, OK
Built 1969 Load: 19.1 t ADT: 590
FAS 7003
FairOver: DRY CREEK
2.5N 3.W 2.9N OF HOUGH, Texas, OK
Built 1970 Load: 19.1 t ADT: 100
E0070
FairOver: CREEK
5.9S 4.8W OF US56 & SH95, Texas, OK
Built 1970 Load: 19.1 t ADT: 125
E0290
FairOver: FORK OF FRISCO CREEK
6.5S OF GUYMON, Texas, OK
Built 1970 Load: 19.1 t ADT: 100
7056C
FairOver: CREEK
4W 2N 1.7NW OF TEXHOMA, Texas, OK
Built 1970 Load: 19.1 t ADT: 100
E0170
FairOver: PONY CREEK
3.5 MI E OF OPTIMA, Texas, OK
Built 1970 Load: 19.1 t ADT: 100
FAS 7035
FairOver: BEAVER RIVER
.1E 6. MI S OF ADAMS, Texas, OK
Built 1970 Load: 19.1 t ADT: 100
N0690
FairOver: SAND CREEK
.1E 6.5N OF TEXHOMA, Texas, OK
Built 1971 Load: 19.1 t ADT: 100
N0640
FairOver: BEAVER RIVER
4.8W 2.9N OF TEXHOMA, Texas, OK
Built 1976 Load: 19.1 t ADT: 100
E0340
FairOver: FRISCO CREEK
11.5S 2.6W OF GUYMON, Texas, OK
Built 1977 Load: 19.1 t ADT: 100
FAS 7004
FairOver: COW CREEK
2.5N 6.2W OF HOUGH, Texas, OK
Built 1979 Load: 19.1 t ADT: 100
N0660
FairOver: BEAVER RIVER
.3W 1.7N 2.5W 2N TEXHOMA, Texas, OK
Built 1980 Load: 19.1 t ADT: 100
N0870
FairOver: PONY CREEK
.9 MI S OF STRAIGHT, Texas, OK
Built 1982 Load: 19.1 t ADT: 100
E0230
FairOver: DRY SAND DRAW
0.2S 1.8W OF SH3 & US54, Texas, OK
Built 1982 Load: 19.1 t ADT: 100
E0190
FairOver: GOFF CREEK
3.5N .5E OF GUYMON, Texas, OK
Built 1993 Load: 19.1 t ADT: 50
E0110
FairOver: PONY CREEK
1.8 S 1.2 E OF STRAIGHT, Texas, OK
Built 1996 Load: 19.1 t ADT: 60
E1860
FairOver: CREEK
1.5S 5.3W OF HOLLISTER, Tillman, OK
Built 1920 Load: 19.1 t ADT: 30
E1830
FairOver: CREEK
.9 W 2. S OF FREDERICK, Tillman, OK
Built 1925 Load: 19.1 t ADT: 60
N2250
FairOver: CREEK
.1N .1E OF MANITOU, Tillman, OK
Built 1930 Load: 19.1 t ADT: 50
E1790
FairOver: CREEK
2. N 2.4 E OF FREDERICK, Tillman, OK
Built 1930 Load: 19.1 t ADT: 30
N2230
FairOver: CREEK
5.5S .5W OF MANITOU, Tillman, OK
Built 1937 Load: 19.1 t ADT: 30
E1710
FairOver: CREEK
2.N 2.8E OF MANITOU, Tillman, OK
Built 1937 Load: 19.1 t ADT: 30
N2230
FairOver: CREEK
1.1S .5W OF MANITOU, Tillman, OK
Built 1938 Load: 19.1 t ADT: 40
N2250
FairOver: CREEK
1.7 N 3.3 W OF FREDERICK, Tillman, OK
Built 1938 Load: 19.1 t ADT: 31
FAS 7105
FairOver: CREEK
0.5 S 7.2 W HOLLISTER, Tillman, OK
Built 1938 Load: 19.1 t ADT: 50
E1800
FairOver: CREEK
4.5N 3.4E OF HOLLISTER, Tillman, OK
Built 1938 Load: 19.1 t ADT: 40
N2280
FairOver: CREEK
9.9 E .2 N OF DAVIDSON, Tillman, OK
Built 1938 Load: 19.1 t ADT: 30
E1880
FairOver: CREEK
3.4 N 4.3 E OF DAVIDSON, Tillman, OK
Built 1938 Load: 19.1 t ADT: 40
N2310
FairOver: CREEK
2.6N 11.E OF HOLLISTER, Tillman, OK
Built 1939 Load: 19.1 t ADT: 30
N2270
FairOver: CREEK
.4 N 3. W OF HOLLISTER, Tillman, OK
Built 1939 Load: 19.1 t ADT: 50
E1760
FairOver: CREEK
3.S .6W OF MANITOU, Tillman, OK
Built 1939 Load: 19.1 t ADT: 30
Showing 4,401-4,450 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.
| Publisher | Kiznis Studio |
| Sources | FHWA National Bridge Inventory, public U.S. government datasets |