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
DAM RD.
Structurally DeficientOver: SHAWNEE LAKE SPILLWAY
2. N 2.9 W BETHEL ACRE, Pottawatomie, OK
Built 1960 Load: 18.1 t ADT: 175
FAU 8120(121ST S.
Structurally DeficientOver: HAIKEY CREEK
S.121ST 100'W. OF GARNETT, Tulsa, OK
Built 1958 Load: 18.1 t ADT: 1,074
4950C
Structurally DeficientOver: WOLF CREEK
1.N & 7.E JCT US69 & SH20, Mayes, OK
Built 1960 Load: 18.4 t ADT: 840
IRR E0094
Structurally DeficientOver: CREEK
12E .5N OF MIAMI, Ottawa, OK
Built 1938 Load: 18.4 t ADT: 100
E1220
Structurally DeficientOver: WILLOW CREEK
3. S 3.7 W OF 152 & 146, Caddo, OK
Built 1985 Load: 18.7 t ADT: 50
E0060
Structurally DeficientOver: CREEK
2N 2.3W OF SH 8/11 JCT, Alfalfa, OK
Built 1939 Load: 19.1 t ADT: 100
E0180 (FAS 0227)
Structurally DeficientOver: CREEK
2W OF OHIO ST, Alfalfa, OK
Built 1947 Load: 19.1 t ADT: 100
E0120 (FAS 0216)
Structurally DeficientOver: BIG SANDY O'FLOW
10.7E OF SH 11, Alfalfa, OK
Built 1982 Load: 19.1 t ADT: 40
N2520 (FAS 0228)
Structurally DeficientOver: CREEK
3.3W OF 0238C, Alfalfa, OK
Built 1984 Load: 19.1 t ADT: 100
E0280 (FAS 0226)
Structurally DeficientOver: W FORK OF SPRING CREEK
4S 3.9W OF JET, Alfalfa, OK
Built 1986 Load: 19.1 t ADT: 100
WARDVILLE RD
Structurally DeficientOver: BECK CREEK
1.2W .6N OF CHOCKIE, Atoka, OK
Built 1937 Load: 19.1 t ADT: 100
N2680
Structurally DeficientOver: CREEK
10.5 MI E OF WATONGA, Blaine, OK
Built 1939 Load: 19.1 t ADT: 40
0732C
Structurally DeficientOver: CREEK
2.E&3.N OF BROWN, Bryan, OK
Built 1938 Load: 19.1 t ADT: 100
0718C
Structurally DeficientOver: BROWN CREEK
.3N YARNABY, Bryan, OK
Built 1938 Load: 19.1 t ADT: 100
E2260
Structurally DeficientOver: CREEK
0.8 MI E OF LIBERTY, Bryan, OK
Built 1940 Load: 19.1 t ADT: 100
D3730
Structurally DeficientOver: CREEK
0.8 MI S OF ARMSTRONG, Bryan, OK
Built 1950 Load: 19.1 t ADT: 200
0734C
Structurally DeficientOver: SANDY CREEK
2.1 MI W OF KEMP, Bryan, OK
Built 1965 Load: 19.1 t ADT: 150
0766C
Structurally DeficientOver: MOORE CREEK
1. E .7 S OF CALERA, Bryan, OK
Built 1982 Load: 19.1 t ADT: 100
N3690
Structurally DeficientOver: CREEK
3.7W OF ACHILLE, Bryan, OK
Built 1983 Load: 19.1 t ADT: 100
N4340
Structurally DeficientOver: CREEK
0.1 MI S OF FROGVILLE, Choctaw, OK
Built 1937 Load: 19.1 t ADT: 25
E2060
Structurally DeficientOver: HANUBBY CREEK
1. S 2.4 E OF US 271, Choctaw, OK
Built 1937 Load: 19.1 t ADT: 100
1260C
Structurally DeficientOver: CREEK
3.5 MI N OF FT TOWSON, Choctaw, OK
Built 1937 Load: 19.1 t ADT: 100
1226C
Structurally DeficientOver: WHITE GRASS CREEK O'FLOW
1. W 7.1 S OF BOSWELL, Choctaw, OK
Built 1937 Load: 19.1 t ADT: 100
1248C
Structurally DeficientOver: NORTH FORK CREEK
1E 1.3S OF SPEER, Choctaw, OK
Built 1937 Load: 19.1 t ADT: 100
1260C
Structurally DeficientOver: CREEK
3.7 MI N OF FT TOWSON, Choctaw, OK
Built 1938 Load: 19.1 t ADT: 100
1242C
Structurally DeficientOver: CREEK
1W.6NUS271&SH109, Choctaw, OK
Built 1939 Load: 19.1 t ADT: 100
1249C
Structurally DeficientOver: MILLER CREEK
3.0 MI N OF HUGO, Choctaw, OK
Built 1970 Load: 19.1 t ADT: 100
E2030
Structurally DeficientOver: CREEK
3.0 MI N OF SAWYER, Choctaw, OK
Built 1988 Load: 19.1 t ADT: 100
N3730
Structurally DeficientOver: OWL CREEK
3. E & 2.3 S OF TUPELO, Coal, OK
Built 1938 Load: 19.1 t ADT: 100
N3770
Structurally DeficientOver: CREEK
2.0 S & 3.0 E OF OLNEY, Coal, OK
Built 1977 Load: 19.1 t ADT: 100
E0450
Structurally DeficientOver: CREEK
2.5S 1.3E OF US 64/SH74, Garfield, OK
Built 1928 Load: 19.1 t ADT: 50
E0520
Structurally DeficientOver: CREEK
2.9E OF DOUGLAS, Garfield, OK
Built 1946 Load: 19.1 t ADT: 500
E0520
Structurally DeficientOver: OTTER CREEK
2.3E OF DOUGLAS, Garfield, OK
Built 1957 Load: 19.1 t ADT: 500
N3000
Structurally DeficientOver: CREEK
.1 E 2.7 S OF HUNTER, Garfield, OK
Built 1958 Load: 19.1 t ADT: 225
N2930
Structurally DeficientOver: SKELETON CREEK TRIB.
6.4W 5.1N OF DOUGLAS, Garfield, OK
Built 1965 Load: 19.1 t ADT: 400
E0510
Structurally DeficientOver: HACKBERRY CREEK
.4S 3.2E OF WAUKOMIS, Garfield, OK
Built 1968 Load: 19.1 t ADT: 350
N2960
Structurally DeficientOver: CREEK
6E 2.2S OF KREMLIN, Garfield, OK
Built 1976 Load: 19.1 t ADT: 25
N3010
Structurally DeficientOver: COTTONWOOD CREEK
.3N2.8W1N2W.1SOF LAMONT, Grant, OK
Built 1990 Load: 19.1 t ADT: 24
N3900
Structurally DeficientOver: CREEK
2.4 S & 2.2 W OF DUSTIN, Hughes, OK
Built 1934 Load: 19.1 t ADT: 100
3236C
Structurally DeficientOver: GABBLER CREEK
0.3 N & .2 E OF LAMAR, Hughes, OK
Built 1934 Load: 19.1 t ADT: 260
N3750
Structurally DeficientOver: CREEK
2.1 N & 5.3 W OF WETUMKA, Hughes, OK
Built 1938 Load: 19.1 t ADT: 100
E1270
Structurally DeficientOver: RANCH CREEK
4.4 S & .8 E OF WETUMKA, Hughes, OK
Built 1992 Load: 19.1 t ADT: 100
E1917
Structurally DeficientOver: CREEK
.4 S & 1.7 W OF RAVIA, Johnston, OK
Built 1948 Load: 19.1 t ADT: 100
3542C
Structurally DeficientOver: CREEK
1.3 S & .5 E OF FILMORE, Johnston, OK
Built 1984 Load: 19.1 t ADT: 140
E0110
Structurally DeficientOver: RABBIT CREEK
2S 15.8E OF NEWKIRK, Kay, OK
Built 1965 Load: 19.1 t ADT: 90
E0660
Structurally DeficientOver: CREEK
3.5S 11.4E OF HENNESSEY, Kingfisher, OK
Built 1962 Load: 19.1 t ADT: 52
N4320
Structurally DeficientOver: BANDY CREEK
.5 W .1 S OF US 270 & SH2, Latimer, OK
Built 1969 Load: 19.1 t ADT: 100
3924C
Structurally DeficientOver: ANDERSON CREEK
4.3 W YANUSH, Latimer, OK
Built 1981 Load: 19.1 t ADT: 100
N4330 DILL DR
Structurally DeficientOver: CREEK
0.5 W; 1.0 N YANUSH, Latimer, OK
Built 1992 Load: 19.1 t ADT: 25
N4340 RD
Structurally DeficientOver: CREEK
0.5 E; 1.6 S YANUSH, Latimer, OK
Built 1992 Load: 19.1 t ADT: 25
Showing 22,451-22,500 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 |