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
E1680
Structurally DeficientOver: CREEK
5.1W 5.N OF MANITOU, Tillman, OK
Built 1930 ADT: 50
E0790 (201 S)
Structurally DeficientOver: SNAKE CREEK
.7E of MEMORIAL, Tulsa, OK
Built 1909 ADT: 288
OLD U.S.169(E0430)
Structurally DeficientOver: CANEY RIVER O'FLOW
OLD US 169 2.7 MI N SH 20, Tulsa, OK
Built 1930 ADT: 100
N4025
Structurally DeficientOver: TIMBER LAKE CREEK
10.7 S 5.5 E OF US 60, Washington, OK
Built 1911 ADT: 100
N2490
Structurally DeficientOver: CREEK
4E 6.3S OF US281/US64, Woods, OK
Built 1981 ADT: 50
N2490
Structurally DeficientOver: CREEK
4E 5.7S OF US281/SH11, Woods, OK
Built 1981 ADT: 120
N2500
Structurally DeficientOver: SAND CREEK
5E 12.2S OF US64/US281, Woods, OK
Built 1982 ADT: 24
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
N4495
Structurally DeficientOver: CREEK
WOODARD AVE., Cherokee, OK
Built 1984 Load: 2.7 t ADT: 450
E1620
Structurally DeficientOver: TURKEY CREEK
4N 0.3W OF CENTRAHOMA, Coal, OK
Built 1938 Load: 2.7 t ADT: 50
E1669(OLD HWY 3)
Structurally DeficientOver: CANEY CREEK
3.0 MI SE OF CENTRAHOMA, Coal, OK
Built 1940 Load: 2.7 t ADT: 100
N3710
Structurally DeficientOver: SANDY CREEK
5.5 N & .9 E OF TUPELO, Coal, OK
Built 1946 Load: 2.7 t ADT: 50
N2770
Structurally DeficientOver: CREEK
1E 2.1N OF LAHOMA, Garfield, OK
Built 1928 Load: 2.7 t ADT: 100
E0270
Structurally DeficientOver: CREEK
5.7E 3.2S OF POND CREEK, Grant, OK
Built 1945 Load: 2.7 t ADT: 24
N2392
Structurally DeficientOver: WEST BARNEY CREEK
5E4S2.2E.5S OF US281/412, Major, OK
Built 1976 Load: 2.7 t ADT: 100
E0520
Structurally DeficientOver: CHEYENNE CREEK
3N 1.9E OF BADO, Major, OK
Built 1978 Load: 2.7 t ADT: 100
4706C
Structurally DeficientOver: CREEK
4.N .9W OF US60 & SH58, Major, OK
Built 1990 Load: 2.7 t ADT: 80
E1230
Structurally DeficientOver: CREEK
.5 N & 1.8 E OF SEMINOLE, Seminole, OK
Built 1941 Load: 2.7 t ADT: 300
IRR FAS 5755
Structurally DeficientOver: CREEK
3N OF HOMINY, Osage, OK
Built 1938 Load: 2.9 t ADT: 75
N4530
Structurally DeficientOver: CREEK
3.5 MI N OF NARCISSA, Ottawa, OK
Built 1938 Load: 2.9 t ADT: 100
N3925
Structurally DeficientOver: CREEK
8.5S OF US 60, Osage, OK
Built 1940 Load: 3.3 t ADT: 100
N3570
Structurally DeficientOver: SALT CREEK
.3S 1E .3N OF I44 & SH99, Lincoln, OK
Built 1912 Load: 3.4 t ADT: 100
E0650
Structurally DeficientOver: CREEK
.5N 1.7E OF MULHALL, Logan, OK
Built 1914 Load: 3.6 t ADT: 24
N4210
Structurally DeficientOver: PEA CREEK
3.2 MI S OF OLD SH 33, Rogers, OK
Built 1940 Load: 4.2 t ADT: 100
E0185
Structurally DeficientOver: JONES CREEK
4.SE OF PYRAMID CORNERS, Craig, OK
Built 1935 Load: 4.3 t ADT: 100
OLD U.S. 169
Structurally DeficientOver: CANEY RIVER
OLD US 169 2.2 MI N SH 20, Tulsa, OK
Built 1930 Load: 4.3 t ADT: 400
FURGUSON ROAD
Structurally DeficientOver: CREEK
5.0 N; 1.3 E BEGGS, Okmulgee, OK
Built 1942 Load: 4.4 t ADT: 100
N2620
Structurally DeficientOver: CREEK
3W 2.6N OF HELENA, Alfalfa, OK
Built 1955 Load: 4.5 t ADT: 25
N3830
Structurally DeficientOver: BROWNS CREEK
.5S 4E OF SLICK, Creek, OK
Built 1918 Load: 4.5 t ADT: 100
E ROBINSON ST
Structurally DeficientOver: CREEK
0.6 E 72ND AVE NE, Cleveland, OK
Built 1938 Load: 4.9 t ADT: 718
N4270
Structurally DeficientOver: BIG CREEK
0.5W US69; O.7N TURNPIKE, Wagoner, OK
Built 1950 Load: 4.9 t ADT: 50
E0980
Structurally DeficientOver: CUSSETAH CREEK
1.0 S 4.2 W MORRIS, Okmulgee, OK
Built 1939 Load: 5.3 t ADT: 300
0744C
Structurally DeficientOver: CREEK
3.E .5S of DURANT, Bryan, OK
Built 1920 Load: 5.4 t ADT: 100
E0790
Structurally DeficientOver: CREEK
2.5N 2.5W OF BRISTOW, Creek, OK
Built 1950 Load: 5.4 t ADT: 100
N3010
Structurally DeficientOver: CREEK
.2N 2.9W OF SALT FORK, Grant, OK
Built 1955 Load: 5.4 t ADT: 50
N4090
Structurally DeficientOver: CREEK
1.5S 4W OF HASKELL, Muskogee, OK
Built 1941 Load: 5.4 t ADT: 100
N4450
Structurally DeficientOver: WEBBER CREEK
4.2 N 1.5 E OF GORE, Sequoyah, OK
Built 1930 Load: 5.4 t ADT: 100
N3840
Structurally DeficientOver: CREEK
1.0 E; 0.1 S SH56-OKF C/L, Okmulgee, OK
Built 1937 Load: 5.5 t ADT: 100
E0630
Structurally DeficientOver: SPRING CREEK
3.5S 1.4E OF MARSHALL, Logan, OK
Built 1940 Load: 6.0 t ADT: 100
N4260
Structurally DeficientOver: BUTLER CREEK
2. N 2.8 E OF OKTAHA, Muskogee, OK
Built 1929 Load: 6.0 t ADT: 100
E1050
Structurally DeficientOver: CREEK
2.5 S 6.8 W OF US 270, Canadian, OK
Built 1971 Load: 6.2 t ADT: 100
N4450
Structurally DeficientOver: LOCUST CREEK
5.SE OF VINITA, Craig, OK
Built 1935 Load: 6.4 t ADT: 10
N2860
Structurally DeficientOver: NINE MILE CREEK
4W 2.1N of KREMLIN, Garfield, OK
Built 1925 Load: 6.4 t ADT: 25
E1350
Structurally DeficientOver: CREEK
2 S & .8 E OF WOLF, Seminole, OK
Built 1975 Load: 6.4 t ADT: 100
N3800
Structurally DeficientOver: CREEK
2.5N 1E .9N OF SLICK, Creek, OK
Built 1930 Load: 6.6 t ADT: 100
E0390
Structurally DeficientOver: ROCK CREEK
3N 6.4W OF SH15/SH18, Pawnee, OK
Built 1938 Load: 6.6 t ADT: 33
JUNIPER ROAD
Structurally DeficientOver: CREEK
0.7 S I-40; 1.0 W C/L, Okmulgee, OK
Built 1927 Load: 7.0 t ADT: 100
Showing 22,301-22,350 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 |