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
2622C
FairOver: CREEK
1 E .3 MI N NINNEKAN, Grady, OK
Built 1938 Load: 13.6 t ADT: 310
E1480
FairOver: COLBERT CREEK
7.5S 13.6E JCT US 81 SH19, Grady, OK
Built 1989 Load: 13.6 t ADT: 100
E1410
FairOver: WINTER CREEK
9.1E 1.5S JCT US81 SH19, Grady, OK
Built 1990 Load: 13.6 t ADT: 100
E0060
FairOver: OSAGE CREEK
8.0 MI W OF RENFROW, Grant, OK
Built 1950 Load: 13.6 t ADT: 24
E0050
FairOver: POND CREEK
4.6E 4N .6E OF WAKITA, Grant, OK
Built 1998 Load: 13.6 t ADT: 24
N2890
FairOver: CREEK
.7S 10E 1.9S MANCHESTER, Grant, OK
Built 2001 Load: 13.6 t ADT: 25
N2900
FairOver: WILD HORSE CREEK
2E.4N OF CO. LINE /U.S.81, Grant, OK
Built 2006 Load: 13.6 t ADT: 24
E0070
FairOver: REDOUBT CREEK BR.
5N 11W OF BUFFALO, Harper, OK
Built 1978 Load: 13.6 t ADT: 50
E0770
FairOver: CREEK
2.7N .8E OF SH 33& US 81, Kingfisher, OK
Built 2007 Load: 13.6 t ADT: 75
D2285
FairOver: DEEP RED CREEK
1. S 3.3 E OF SNYDER, Kiowa, OK
Built 1932 Load: 13.6 t ADT: 100
E1310
FairOver: CREEK
9. N 4.7 W OF LONE WOLF, Kiowa, OK
Built 1991 Load: 13.6 t ADT: 100
N3520
FairOver: WARSHAM CREEK
.1 E .9 N OF WILZETTA, Lincoln, OK
Built 1930 Load: 13.6 t ADT: 475
4106C
FairOver: CREEK
1.1 W OF AVERY, Lincoln, OK
Built 1930 Load: 13.6 t ADT: 100
E0930
FairOver: SPRING CREEK
1W 1S .3W OF US177/SH66, Lincoln, OK
Built 1934 Load: 13.6 t ADT: 100
N2500
FairOver: COTTONWOOD CREEK
4.5W 2.6S OF ORIENTA, Major, OK
Built 1984 Load: 13.6 t ADT: 25
E0440
FairOver: CREEK
1.S 3.3W OF US60 & SH58, Major, OK
Built 1988 Load: 13.6 t ADT: 100
N2560
FairOver: SAND CREEK
1.9N 2.E OF FAIRVIEW, Major, OK
Built 1989 Load: 13.6 t ADT: 100
N3120
FairOver: CREEK
2E 1.5S OF GOLDSBY, McClain, OK
Built 1990 Load: 13.6 t ADT: 100
N4440
FairOver: CLEAR CREEK
1.6 S; 3.0 W VALLIANT, McCurtain, OK
Built 1960 Load: 13.6 t ADT: 24
N3180
FairOver: HACKBERRY CREEK
.5W 4N OF I35/CIM.TPK, Noble, OK
Built 1938 Load: 13.6 t ADT: 50
E0850
FairOver: CREEK
3.0 N 1.1 W BEGGS, Okmulgee, OK
Built 1938 Load: 13.6 t ADT: 100
N4130
FairOver: GIBSON CREEK
1. S .5 W OF CANADIAN, Pittsburg, OK
Built 1936 Load: 13.6 t ADT: 100
6176C
FairOver: GAINES CREEK
0.5 S OF ADAMSON, Pittsburg, OK
Built 1963 Load: 13.6 t ADT: 100
N4065 ('C' ST)
FairOver: CANAL
200' S OF SENECA, Pittsburg, OK
Built 1975 Load: 13.6 t ADT: 100
N3604
FairOver: COTTON CREEK
1.5 S & .2 E OF FRANCIS, Pontotoc, OK
Built 1987 Load: 13.6 t ADT: 200
DAM RD.
FairOver: SHAWNEE LAKE CANAL
2. N 3. W BETHEL ACRES, Pottawatomie, OK
Built 1981 Load: 13.6 t ADT: 175
E1140
FairOver: SOUTH DEER CREEK
2 S OF DALE, Pottawatomie, OK
Built 1986 Load: 13.6 t ADT: 100
E1370
FairOver: CREEK
.8 S & .1 W OF TROUSDALE, Pottawatomie, OK
Built 1988 Load: 13.6 t ADT: 75
6824C/ E1150
FairOver: MUD SLOUGH
5.4 MI SE OF US 64, Sequoyah, OK
Built 1935 Load: 13.6 t ADT: 100
N0810
FairOver: GOFF CREEK
19E .3S OF FOUR CORNERS, Texas, OK
Built 1961 Load: 13.6 t ADT: 100
N3950
FairOver: SKUNK CREEK
PEORIA @ 156 ST. NORTH, Tulsa, OK
Built 1950 Load: 13.6 t ADT: 1,582
FAS 7502
FairOver: COFFEE CREEK
2.3 MI W OF CORN, Washita, OK
Built 1981 Load: 13.6 t ADT: 550
E0250
FairOver: CREEK
2.4S 4.1E OF HOPETON, Woods, OK
Built 1938 Load: 13.6 t ADT: 178
E0570
FairOver: DEEP CREEK
3.S 11.1E OF MUTUAL, Woodward, OK
Built 1991 Load: 13.6 t ADT: 24
E2030
FairOver: LITTLE BLUE CREEK
1.S & .8 W OF COBB, Bryan, OK
Built 1938 Load: 13.7 t ADT: 100
FAS 0935
FairOver: CREEK
5.0 MI N OF SH 37, Canadian, OK
Built 1987 Load: 13.7 t ADT: 200
FAU 3880 (FOREMAN
FairOver: CREEK
3.6 MI E OF US 81, Canadian, OK
Built 1990 Load: 13.7 t ADT: 100
N2720
FairOver: CREEK
.5S 2W 1.75S OF CALUMET, Canadian, OK
Built 2017 Load: 13.7 t ADT: 50
N4410
FairOver: CREEK
.2S 2.2W OF STIGLER, Haskell, OK
Built 1938 Load: 13.7 t ADT: 100
N4475
FairOver: CREEK
.1N OF GARLAND, Haskell, OK
Built 1938 Load: 13.7 t ADT: 100
E1210
FairOver: CREEK
.5S .1E OF HOYT, Haskell, OK
Built 1939 Load: 13.7 t ADT: 100
3116C
FairOver: CREEK
3.5S 3.1W OF HWY 9 & 2, Haskell, OK
Built 1939 Load: 13.7 t ADT: 100
3130C/ N4340
FairOver: CREEK
1.1S .6E OF HOYT, Haskell, OK
Built 1940 Load: 13.7 t ADT: 100
E1020
FairOver: GENTRY CREEK
.2N 3E OF HITCHITA, McIntosh, OK
Built 1939 Load: 13.7 t ADT: 100
N4350
FairOver: CREEK
2.1S .5W PORUM, Muskogee, OK
Built 1938 Load: 13.7 t ADT: 100
E0810
FairOver: CREEK
HASKELL LAKE SPILLWAY, Muskogee, OK
Built 1938 Load: 13.7 t ADT: 100
N4070
FairOver: CURL CREEK
7.0 MI W OF NOWATA, Nowata, OK
Built 1930 Load: 13.7 t ADT: 100
N4173
FairOver: CREEK
T.H. PALMER & BORDER ST., McIntosh, OK
Built 1938 Load: 13.8 t ADT: 100
E0830
FairOver: CREEK
1N 2.1E OF FT. GIBSON, Muskogee, OK
Built 1939 Load: 13.8 t ADT: 100
N4120
FairOver: OPOSSUM CREEK
7.0 MI N OF SH 10, Nowata, OK
Built 1930 Load: 13.8 t ADT: 50
Showing 2,601-2,650 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 |