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
N4090
GoodOver: CREEK
2 S 2.5 W OF ALDERSON, Pittsburg, OK
Built 2001 Load: 19.1 t ADT: 1,100
6176C
GoodOver: LONE OAK CREEK
2 MI N HARTSHORNE, Pittsburg, OK
Built 2003 Load: 19.1 t ADT: 425
N4110
GoodOver: CREEK
2W OF CROWDER 1.5N US69, Pittsburg, OK
Built 2006 Load: 19.1 t ADT: 50
E1570 (6144C)
GoodOver: BRUSHY CREEK
1S 1E OF BLANCO, Pittsburg, OK
Built 2015 Load: 19.1 t ADT: 100
N4080
GoodOver: MEDICINE CREEK
2.9S 1.2E OF INDIANOLA, Pittsburg, OK
Built 2017 Load: 19.1 t ADT: 75
6154C
GoodOver: CREEK
1N 0.5E OF CABINESS, Pittsburg, OK
Built 2020 Load: 19.1 t ADT: 100
N3910
GoodOver: TRIB TO HOMINY CREEK
1.7 E 2.4 N OF ASHLAND OK, Pittsburg, OK
Built 2023 Load: 19.1 t ADT: 200
E1530
GoodOver: CREEK
1.4 E 2 N OF ASHLAND, Pittsburg, OK
Built 2023 Load: 19.1 t ADT: 100
E1595
GoodOver: CREEK
3.76 S E BLANCO, Pittsburg, OK
Built 2023 Load: 19.1 t ADT: 100
N4150
GoodOver: CREEK
8 E 2.4 S BLANCO, Pittsburg, OK
Built 2023 Load: 19.1 t ADT: 100
E1611
GoodOver: CREEK
5 S 3.5 E OF BLANCO, Pittsburg, OK
Built 2023 Load: 19.1 t ADT: 100
E1612
GoodOver: CREEK
1.7N & 2W OF STONEWALL, Pontotoc, OK
Built 1931 Load: 19.1 t ADT: 200
N3460
GoodOver: CREEK
.7 S & .1 E OF MAXWELL, Pontotoc, OK
Built 1938 Load: 19.1 t ADT: 200
6226C
GoodOver: CREEK
.7 S & 3.8 E OF STEADMAN, Pontotoc, OK
Built 1938 Load: 19.1 t ADT: 200
6242C
GoodOver: LITTLE BLUE RIVER
4.5S & 9.1W OF FITTSTOWN, Pontotoc, OK
Built 1940 Load: 19.1 t ADT: 100
OKLAHOMA ST.
GoodOver: CREEK
N OF DUNBAR (BENTLEY), Pottawatomie, OK
Built 1986 Load: 19.1 t ADT: 75
E1180
GoodOver: CREEK
2.6 E 2. S SHAWNEE, Pottawatomie, OK
Built 1993 Load: 19.1 t ADT: 1,300
6454C
GoodOver: CREEK
3. S 1. W OF ANTLERS, Pushmataha, OK
Built 1946 Load: 19.1 t ADT: 150
6438C
GoodOver: CLEAR CREEK
0.5 MI S OF JUMBO, Pushmataha, OK
Built 1947 Load: 19.1 t ADT: 100
IRR FAS 6416
GoodOver: CLOUDY CREEK
0.2 MI W OF CLOUDY, Pushmataha, OK
Built 1949 Load: 19.1 t ADT: 100
FAS 6504
GoodOver: LONG CREEK
2.7 MI E GRIMES, Roger Mills, OK
Built 1948 Load: 19.1 t ADT: 175
FAS 6504
GoodOver: CREEK
5.7 MI E OF GRIMES, Roger Mills, OK
Built 1948 Load: 19.1 t ADT: 175
N3560
GoodOver: CREEK
2.3 S OF WOLF, Seminole, OK
Built 1927 Load: 19.1 t ADT: 100
N3670
GoodOver: CREEK
.4 N & 1 W OF SCHOOLTON, Seminole, OK
Built 1938 Load: 19.1 t ADT: 75
E1270
GoodOver: CREEK
2 N & .5 W OF BOWLEGS, Seminole, OK
Built 1938 Load: 19.1 t ADT: 100
N3650
GoodOver: CREEK
6.3 N & .8 E OF SASAKWA, Seminole, OK
Built 1940 Load: 19.1 t ADT: 100
6704C
GoodOver: CREEK
2.5N & 2.1W OF CROMWELL, Seminole, OK
Built 1940 Load: 19.1 t ADT: 260
N3520
GoodOver: CREEK
2.8 S & 4 W OF WOLF, Seminole, OK
Built 1942 Load: 19.1 t ADT: 100
6782C
GoodOver: CREEK
1.9 N OF WEWOKA, Seminole, OK
Built 1946 Load: 19.1 t ADT: 245
6766C
GoodOver: CREEK
.2 N & .5 E OF KONAWA, Seminole, OK
Built 1940 Load: 19.1 t ADT: 600
FAS 7032
GoodOver: PEACHER CREEK
.2E 3.6 MI S OF HARDESTY, Texas, OK
Built 1963 Load: 19.1 t ADT: 100
FAS 7002
GoodOver: COTTONWOOD CREEK
5.2E 5.S 3.7E OF HARDESTY, Texas, OK
Built 1963 Load: 19.1 t ADT: 100
FAS 7003
GoodOver: COW CREEK
.5N 4.W .2N OF HOUGH, Texas, OK
Built 1965 Load: 19.1 t ADT: 100
FAS 7014
GoodOver: CREEK
.2S 9.9W 2.5N OF TEXHOMA, Texas, OK
Built 1966 Load: 19.1 t ADT: 100
FAS 7003
GoodOver: CREEK
.1NW .1W 2.3N OF GOODWELL, Texas, OK
Built 1968 Load: 19.1 t ADT: 100
FAS 7014
GoodOver: CREEK
.2S 9.9W .8N OF TEXHOMA, Texas, OK
Built 1968 Load: 19.1 t ADT: 100
FAS 7003
GoodOver: CREEK
.1NW .1W .1N OF GOODWELL, Texas, OK
Built 1968 Load: 19.1 t ADT: 100
N0920
GoodOver: CREEK
3 W 3.9 MI N HITCHLAND, Texas, OK
Built 1969 Load: 19.1 t ADT: 150
FAS 7012
GoodOver: CREEK
4.4E OF OPTIMA, Texas, OK
Built 1969 Load: 19.1 t ADT: 100
FAS 7012
GoodOver: CREEK
6.2 MI E OF OPTIMA, Texas, OK
Built 1969 Load: 19.1 t ADT: 100
FAS 7003
GoodOver: CREEK
.2SW 2.9S OF GOODWELL, Texas, OK
Built 1969 Load: 19.1 t ADT: 100
FAS 7003
GoodOver: DRY LAKE
2.5N 3.W 3.2N OF HOUGH, Texas, OK
Built 1970 Load: 19.1 t ADT: 100
N0780
GoodOver: CREEK
.1NW .8E 1.2N OF GOODWELL, Texas, OK
Built 1970 Load: 19.1 t ADT: 100
7008C
GoodOver: CREEK
5.9S 3.2W OF US56 & SH95, Texas, OK
Built 1970 Load: 19.1 t ADT: 100
FAS 7014
GoodOver: CREEK
.2S 3. MI W OF TEXHOMA, Texas, OK
Built 1970 Load: 19.1 t ADT: 100
FAS 7002
GoodOver: HACKBERRY CREEK
4. S 2.3 E OF HARDESTY, Texas, OK
Built 1973 Load: 19.1 t ADT: 100
N0640
GoodOver: CREEK
2. E .6 N OF FOUR CORNERS, Texas, OK
Built 1983 Load: 19.1 t ADT: 100
N0660
GoodOver: CREEK
4.E 8.2S OF FOUR CORNERS, Texas, OK
Built 1989 Load: 19.1 t ADT: 100
N0690
GoodOver: CREEK
.1E 1.8N OF TEXHOMA, Texas, OK
Built 1989 Load: 19.1 t ADT: 100
N1140
GoodOver: CREEK
12.2E 2.4S OF HARDESTY, Texas, OK
Built 1991 Load: 19.1 t ADT: 100
Showing 13,101-13,150 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.