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
E1170
FairOver: LITTLE ELK CREEK
2. S .2 W BURNS FLAT, Washita, OK
Built 1925 Load: 19.1 t ADT: 25
E1250
FairOver: LITTLE ELK CREEK
3. N .7 W OF ROCKY, Washita, OK
Built 1925 Load: 19.1 t ADT: 50
E1170
FairOver: CAVALRY CREEK
2.N 2.8W OF CORDELL, Washita, OK
Built 1925 Load: 19.1 t ADT: 25
N2380
FairOver: FRIENDSHIP CREEK
2.0 E & 5.7 S OF CORN, Washita, OK
Built 1925 Load: 19.1 t ADT: 25
N2040
FairOver: CREEK
4.W 2.4N OF CANUTE, Washita, OK
Built 1925 Load: 19.1 t ADT: 25
E1290
FairOver: CREEK
3.5E 1.S OF RETROP, Washita, OK
Built 1927 Load: 19.1 t ADT: 25
FAS 7502
FairOver: CREEK
6.1 MI W BESSIE, Washita, OK
Built 1927 Load: 19.1 t ADT: 100
N2300
FairOver: CREEK
5.5 E 1.6 S OF CORDELL, Washita, OK
Built 1930 Load: 19.1 t ADT: 25
E1210
FairOver: CREEK
3.6 E 1. S DILL CITY, Washita, OK
Built 1930 Load: 19.1 t ADT: 25
E1260
FairOver: GYP CREEK
4.4S .3W OF CLOUD CHIE, Washita, OK
Built 1930 Load: 19.1 t ADT: 25
FAS 7514
FairOver: CREEK
3.9 MI W COWDEN, Washita, OK
Built 1930 Load: 19.1 t ADT: 100
E1160
FairOver: TWO BABY CREEK
3.S .5E OF CORN, Washita, OK
Built 1930 Load: 19.1 t ADT: 25
FAS 7514
FairOver: CREEK
0.3 MI W COWDEN, Washita, OK
Built 1939 Load: 19.1 t ADT: 100
N2070
FairOver: CREEK
7.W .2S OF BURNS FLAT, Washita, OK
Built 1930 Load: 19.1 t ADT: 25
N2070
FairOver: CREEK
N2070E1210007, Washita, OK
Built 1930 Load: 19.1 t ADT: 25
N2060
FairOver: CREEK
3.E 1.2N OF RETROP, Washita, OK
Built 1930 Load: 19.1 t ADT: 50
E1240
FairOver: LITTLE ELK CREEK
4. N .9 W OF ROCKY, Washita, OK
Built 1930 Load: 19.1 t ADT: 25
N2410
FairOver: CREEK
7.8N 1.W OF COLONY, Washita, OK
Built 1930 Load: 19.1 t ADT: 24
N2280
FairOver: CAVALRY CREEK
3.5 E 3.1 S OF CORDELL, Washita, OK
Built 1930 Load: 19.1 t ADT: 25
N2330
FairOver: COFFEE CREEK
3.W 1.4S OF CORN, Washita, OK
Built 1938 Load: 19.1 t ADT: 50
N2050
FairOver: CREEK
4.8S 11.W OF DILL CITY, Washita, OK
Built 1938 Load: 19.1 t ADT: 25
N2050
FairOver: CREEK
4.1S 11.W OF DILL CITY, Washita, OK
Built 1938 Load: 19.1 t ADT: 25
N2050
FairOver: CREEK
4.9S 11.W OF DILL CITY, Washita, OK
Built 1938 Load: 19.1 t ADT: 25
N2190
FairOver: CREEK
1. W 1.3 S OF ROCKY, Washita, OK
Built 1939 Load: 19.1 t ADT: 25
3RD. ST.
FairOver: CREEK
3 RD & CORDELL STREET, Washita, OK
Built 1939 Load: 19.1 t ADT: 200
2ND STREET
FairOver: CREEK
2 ND. & CORDELL STREET, Washita, OK
Built 1939 Load: 19.1 t ADT: 200
FAS 7509
FairOver: CORN CREEK
0.3 MI N OF CORN, Washita, OK
Built 1940 Load: 19.1 t ADT: 150
N2150
FairOver: CREEK
1.2S 1.5E OF SENTINEL, Washita, OK
Built 1940 Load: 19.1 t ADT: 25
E1210
FairOver: CREEK
1.S 11.8W OF DILL CITY, Washita, OK
Built 1941 Load: 19.1 t ADT: 25
N2240
FairOver: BOGGY CREEK
.9S .5W OF BESSIE, Washita, OK
Built 1960 Load: 19.1 t ADT: 50
FAS 7510
FairOver: BUCK CREEK
2.7 MI S COLONY, Washita, OK
Built 1976 Load: 19.1 t ADT: 75
N2340
FairOver: COFFEE CREEK
2.W .4N OF CORN, Washita, OK
Built 1978 Load: 19.1 t ADT: 50
N2400
FairOver: SAND CREEK
4W 13.8S OF JCT 64/281, Woods, OK
Built 1938 Load: 19.1 t ADT: 24
E0010
FairOver: LITTLE DRIFTWOOD CREEK
7.1 N OF CAPRON, Woods, OK
Built 1949 Load: 19.1 t ADT: 24
E0230
FairOver: EAGLE CHIEF CREEK
.4S 2.2E OF HOPETON, Woods, OK
Built 1976 Load: 19.1 t ADT: 24
N2460
FairOver: CREEK
1E 4.1S OF JCT 64/281, Woods, OK
Built 1981 Load: 19.1 t ADT: 24
N2330
FairOver: CREEK
8.8N 3.E OF CORA, Woods, OK
Built 1982 Load: 19.1 t ADT: 100
N2250
FairOver: YELLOWSTONE CREEK
5.5E 10.4N OFCAMP HOUSTON, Woods, OK
Built 1982 Load: 19.1 t ADT: 100
E0060
FairOver: GREEN LEAF CREEK
9.N .9E OF CORA, Woods, OK
Built 1982 Load: 19.1 t ADT: 24
E0020
FairOver: CREEK
6.1N 11.5W OF CAPRON, Woods, OK
Built 1984 Load: 19.1 t ADT: 24
N2500
FairOver: CREEK
.3E 3.2N OF DACOMA, Woods, OK
Built 1992 Load: 19.1 t ADT: 100
E0250
FairOver: LAKE CREEK
10S 5.6E OF US64/281, Woods, OK
Built 1993 Load: 19.1 t ADT: 380
E0190
FairOver: CREEK
4.5S 5.8E OF ALVA, Woods, OK
Built 1993 Load: 19.1 t ADT: 24
N2370
FairOver: CREEK
7W 5.2S OF JCT 64/281S, Woods, OK
Built 1941 Load: 19.1 t ADT: 75
N2370
FairOver: CREEK
7W 5.7S OF JCT 64/281S, Woods, OK
Built 1941 Load: 19.1 t ADT: 75
N2490
FairOver: CREEK
.7 S OF CAPRON, Woods, OK
Built 1999 Load: 19.1 t ADT: 50
N2420
FairOver: SAND CREEK
4.5S 2W .4N OF HOPETON, Woods, OK
Built 2002 Load: 19.1 t ADT: 24
N2280
FairOver: CREEK
3.5W 4S OF WAYNOKA, Woods, OK
Built 2003 Load: 19.1 t ADT: 50
E0020
FairOver: CREEK
6N 5.6E OF US281/SH11, Woods, OK
Built 1990 Load: 19.1 t ADT: 25
N2490
FairOver: CREEK
1W 5.2S OF DACOMA, Woods, OK
Built 2018 Load: 19.1 t ADT: 60
Showing 4,501-4,550 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 |