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
E1540
FairOver: CREEK
1S & 1.8E OF GARR CORNER, Pontotoc, OK
Built 1988 Load: 10.0 t ADT: 100
6374C
FairOver: POND CREEK
1.5 S & .2 W OF WANETTE, Pottawatomie, OK
Built 1950 Load: 10.0 t ADT: 250
6418C
FairOver: LITTLE RIVER
1. N 4.9 E OF NASHOBA, Pushmataha, OK
Built 1940 Load: 10.0 t ADT: 100
6438C
FairOver: CLEAR CREEK
0.2 MI S OF JUMBO, Pushmataha, OK
Built 1947 Load: 10.0 t ADT: 100
N3510
FairOver: WEWOKA CREEK
1.4 N & 5 W OF SEMINOLE, Seminole, OK
Built 1989 Load: 10.0 t ADT: 100
E0710(S.121ST.ST.)
FairOver: COAL CREEK
121ST S .7E UNION AVE, Tulsa, OK
Built 1952 Load: 10.0 t ADT: 1,158
FAU 8421(S MINGO
FairOver: MINGO CREEK
3400 S. MINGO RD., Tulsa, OK
Built 1955 Load: 10.0 t ADT: 10,571
E0180
FairOver: LITTLE EAGLE CHIEF CREEK
3.5 S 1.3 W OF ALVA, Woods, OK
Built 1975 Load: 10.0 t ADT: 130
N2380
FairOver: TURKEY CREEK
6W 2.7N OF US64/281S, Woods, OK
Built 2001 Load: 10.0 t ADT: 20
D1444
FairOver: FORCHE MALINE CREEK
.2 S 2.1 W OF PANOLA, Latimer, OK
Built 1940 Load: 10.1 t ADT: 100
E0640
FairOver: CREEK
6N .1E SH48/SH33, Creek, OK
Built 1998 Load: 10.3 t ADT: 50
N4450
FairOver: TALOKA CREEK TRIB.
3.7N 1.5E OF STIGLER, Haskell, OK
Built 1936 Load: 10.3 t ADT: 100
TEXHOMA PARK ROAD
FairOver: ROOSTER CREEK
.7S U.S. 70, Marshall, OK
Built 1939 Load: 10.3 t ADT: 400
IRR 5604C
FairOver: CREEK
6.1 NE SH16, Okmulgee, OK
Built 1939 Load: 10.3 t ADT: 150
E POST OAK RD
FairOver: CREEK
0.2 MI E 96TH AVE SE, Cleveland, OK
Built 2002 Load: 10.4 t ADT: 220
N3950
FairOver: CREEK
2.8 N 62B 1.0 W US75, Okmulgee, OK
Built 1938 Load: 10.4 t ADT: 250
7220C(106 ST. N)
FairOver: HOMINY CREEK
106TH N. AT PEORIA AVE., Tulsa, OK
Built 1920 Load: 10.4 t ADT: 750
E1125
FairOver: LIMBO CREEK
.5N;.2E OF LENNA, McIntosh, OK
Built 1965 Load: 10.5 t ADT: 100
N3680
FairOver: HOUSE CREEK
2.5E 1.4S OF TERLTON, Pawnee, OK
Built 1957 Load: 10.5 t ADT: 292
N2670
FairOver: CREEK
4E 1.2S OF GEARY, Canadian, OK
Built 1990 Load: 10.7 t ADT: 100
E1000
FairOver: CREEK
.7S .5W OF OKTAHA, Muskogee, OK
Built 1920 Load: 10.7 t ADT: 100
IRR N4520
FairOver: CREEK
1.0 E. & 1.4 S. OF AFTON, Ottawa, OK
Built 1935 Load: 10.7 t ADT: 125
N1040
FairOver: HACKBERRY CREEK
2.2E 4.1S OF HARDESTY, Texas, OK
Built 1957 Load: 10.7 t ADT: 50
E1500
FairOver: CREEK
4.3 W 1. N OF PAOLI, Garvin, OK
Built 1938 Load: 10.8 t ADT: 50
E2090
FairOver: RED CREEK
1.3E OF OSCAR, Jefferson, OK
Built 1940 Load: 10.8 t ADT: 50
N4520
FairOver: CREEK
3.0NE 1.8 E OF AFRON, Ottawa, OK
Built 1939 Load: 10.8 t ADT: 100
N2640
FairOver: CREEK
7W .6S OF JET, Alfalfa, OK
Built 1950 Load: 10.9 t ADT: 100
N2670
FairOver: COOPER CREEK
6. E .7 S OF HITCHCOCK, Blaine, OK
Built 1960 Load: 10.9 t ADT: 30
E1060
FairOver: CREEK
1.5S .2W OF I-40/U.S. 81, Canadian, OK
Built 2004 Load: 10.9 t ADT: 100
N4449
FairOver: MILL CREEK
1.9 E 1.4 W OF US 62, Cherokee, OK
Built 1989 Load: 10.9 t ADT: 100
N4366
FairOver: CREEK
0.4 MI S OF FT TOWSON, Choctaw, OK
Built 1947 Load: 10.9 t ADT: 100
E2150
FairOver: CARNEY CREEK
5. E .4 S OF GRANT, Choctaw, OK
Built 1950 Load: 10.9 t ADT: 100
E1570
FairOver: CREEK
3S&1.4E OF JCT US277&62, Comanche, OK
Built 1973 Load: 10.9 t ADT: 100
N2080
FairOver: CREEK
3.9 N 3. E OF LEEDY, Dewey, OK
Built 1988 Load: 10.9 t ADT: 24
E0490
FairOver: TURKEY CREEK
.3N 2.4E OF DRUMMOND, Garfield, OK
Built 1961 Load: 10.9 t ADT: 100
E0560
FairOver: ROCK CREEK
.6N 4.7E OF BISON, Garfield, OK
Built 1977 Load: 10.9 t ADT: 25
2604C
FairOver: CREEK
10.4 MI E DUTTON, Grady, OK
Built 1930 Load: 10.9 t ADT: 330
2680C
FairOver: COLBERT CREEK
.5 N 2 MI E BRADLEY, Grady, OK
Built 1989 Load: 10.9 t ADT: 138
E0300
FairOver: CREEK
1.7S 1.8E OF MANCHESTER, Grant, OK
Built 2003 Load: 10.9 t ADT: 25
N2750
FairOver: WAGON CREEK
3.3W 3.1N OF NASH, Grant, OK
Built 2012 Load: 10.9 t ADT: 24
N3220
FairOver: BIRD'S NEST CREEK
4.5E 6.6S OF I-35/US60, Kay, OK
Built 1938 Load: 10.9 t ADT: 50
IRR E1440
FairOver: PECAN CREEK
12. S 2.9 E OF MT VIEW, Kiowa, OK
Built 1994 Load: 10.9 t ADT: 100
E1230
FairOver: RED BANK CREEK
6.0 W; 0.6 S SPIRO, Le Flore, OK
Built 1944 Load: 10.9 t ADT: 25
E1020
FairOver: ROBINSON CREEK
.9 S .6 W OF WILZETTA, Lincoln, OK
Built 1912 Load: 10.9 t ADT: 100
E0830
FairOver: WEST BEAVER CREEK
4 S 1.2 E OF 105 & 18, Lincoln, OK
Built 1938 Load: 10.9 t ADT: 100
N3300
FairOver: CREEK
.2 W 1.3 S OF FALLIS, Lincoln, OK
Built 1940 Load: 10.9 t ADT: 100
E0770
FairOver: CREEK
2N 1.1E OF SH105 & US177, Lincoln, OK
Built 1960 Load: 10.9 t ADT: 100
N3490
FairOver: ROBINSON CREEK
3.7 E 4.9 S OF PAYSON, Lincoln, OK
Built 1986 Load: 10.9 t ADT: 100
E0900
FairOver: CREEK
.75S .25W SH18/TURNER TP, Lincoln, OK
Built 1980 Load: 10.9 t ADT: 300
E0650
FairOver: BRIDGE CREEK
3S 3.5E SH51/SH74, Logan, OK
Built 1950 Load: 10.9 t ADT: 100
Showing 2,351-2,400 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 |