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

Total Bridges

22,733

Public highway bridges in Oklahoma

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)

Oklahoma38.239563629965254%45.72207803633484%GoodFairPoorStructurally Deficient
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
Structure
Progressive
Burden @ $100K
$14,554

33

New Hampshire

7.08% top marginal rate
Structure
Progressive
Burden @ $100K
$2,542
Selected

40

Oklahoma

7.50% top marginal rate
Structure
Progressive
Burden @ $100K
$22,733

35

New Mexico

7.61% top marginal rate
Structure
Progressive
Burden @ $100K
$368

44

Rhode Island

7.69% top marginal rate
Structure
Progressive
Burden @ $100K
$78

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.)

Poor

Over: RUSH CREEK (WALNUT ST.)

0.5 MI SE OF COURTHOUSE, Garvin, OK

Built 1920 Load: 0.1 t ADT: 4,200

N2280

Structurally Deficient

Over: CREEK

1.2E 2.9N OF ARAPAHO, Custer, OK

Built 1920 Load: 1.8 t ADT: 24

N3070

Structurally Deficient

Over: CREEK

7.E 3.S OF HUNTER, Garfield, OK

Built 1922 Load: 1.8 t ADT: 25

E0560

Structurally Deficient

Over: BITTER CREEK

.5N 9E OF BISON, Garfield, OK

Built 1953 Load: 1.8 t ADT: 60

E0450

Structurally Deficient

Over: CREEK

7W 2.5S OF I-35/CM TPK, Noble, OK

Built 1941 Load: 1.8 t ADT: 24

6338C

Poor

Over: CREEK

.6 N & .2 W OF WANETTE, Pottawatomie, OK

Built 1940 Load: 1.8 t ADT: 70

All Bridges in Oklahoma

D4165

Good

Over: BEAVER CREEK

1. S .7 E OF ANTLERS, Pushmataha, OK

Built 1998 Load: 32.7 t ADT: 100

IRR FAS 6416

Good

Over: LITTLE RIVER

5. E 1.7 N OF CLOUDY, Pushmataha, OK

Built 1996 Load: 32.7 t ADT: 100

N4137

Good

Over: TEN MILE CREEK

1.5 MI S OF MOYERS, Pushmataha, OK

Built 1995 Load: 32.7 t ADT: 100

N4320

Good

Over: SOUTH BRANCH CREEK

0.5 N OF OLETA, Pushmataha, OK

Built 2000 Load: 32.7 t ADT: 50

6438C

Good

Over: TEN MILE CREEK

1.8 MI N OF JUMBO, Pushmataha, OK

Built 2013 Load: 32.7 t ADT: 100

S.H. 3

Good

Over: CREEK

1.80 E ATOKA C/L, Pushmataha, OK

Built 2001 Load: 32.7 t ADT: 3,300

S.H. 3

Good

Over: CREEK

6.50 E ATOKA C/L, Pushmataha, OK

Built 2001 Load: 32.7 t ADT: 3,300

S.H. 147

Good

Over: CROOKED CREEK

2.30 N CHOCTAW C/L, Pushmataha, OK

Built 1982 Load: 32.7 t ADT: 250

6418C

Good

Over: LITTLE RIVER

7.S& 1.6 E OF NASHOBA, Pushmataha, OK

Built 2003 Load: 32.7 t ADT: 150

N4250

Good

Over: CREEK

2W .8S OF RATTAN, Pushmataha, OK

Built 2003 Load: 32.7 t ADT: 100

N4360

Good

Over: CLOUDY CREEK

7N .4E OF CLOUDY, Pushmataha, OK

Built 2012 Load: 32.7 t ADT: 40

N4355

Good

Over: BUZZARD CREEK

.7S OF U.S. 271, Pushmataha, OK

Built 2007 Load: 32.7 t ADT: 100

N4354

Good

Over: CREEK

1.S&4. W OF NASHOBIA, Pushmataha, OK

Built 2007 Load: 32.7 t ADT: 24

IRR FAS 6433

Good

Over: KIAMICHI RIVER

0.2 MI S OF TUSKAHOMA, Pushmataha, OK

Built 1997 Load: 32.7 t ADT: 175

IRR E1625

Good

Over: CREEK

3N & 3.2W OF TUSKAHOMA, Pushmataha, OK

Built 2007 Load: 32.7 t ADT: 100

6430C

Good

Over: CREEK

3E OF FINLEY, Pushmataha, OK

Built 2014 Load: 32.7 t ADT: 100

E1713

Good

Over: CREEK

1.7W .5S OF HONOBIA, Pushmataha, OK

Built 2007 Load: 32.7 t ADT: 75

N4312 (10th St)

Good

Over: ROCK CREEK

100' S. of Chancellor Ln, Pushmataha, OK

Built 2008 Load: 32.7 t ADT: 25

E1717

Good

Over: LITTLE RIVER

1S 4W OF HONOBIA, Pushmataha, OK

Built 2010 Load: 32.7 t ADT: 25

U.S. 271

Good

Over: HARDY CREEK

1.7 N JCT SH-144, Pushmataha, OK

Built 2014 Load: 32.7 t ADT: 660

N4478

Good

Over: CREEK

2.3S; 1.5E OF ALBION, Pushmataha, OK

Built 2010 Load: 32.7 t ADT: 24

E1640

Good

Over: CREEK

2.6E 1.8S OF ALBION, Pushmataha, OK

Built 2011 Load: 32.7 t ADT: 40

6430C

Good

Over: ONE CREEK

6.4E 1.9N OF FINLEY, Pushmataha, OK

Built 2011 Load: 32.7 t ADT: 100

E1860 (COUCH RD)

Good

Over: DAVENPORT CREEK

1.8W OF MILLER, Pushmataha, OK

Built 2014 Load: 32.7 t ADT: 50

E1844 (ONE CREEK)

Good

Over: CREEK

2.5E .6N OF FINLEY, Pushmataha, OK

Built 2014 Load: 32.7 t ADT: 100

N4395

Good

Over: BLACK FORK CREEK

.7S OF NASHOBA, Pushmataha, OK

Built 2017 Load: 32.7 t ADT: 100

U.S. 283

Good

Over: CREEK

2.3 MI N JCT S.H. 47, Roger Mills, OK

Built 1931 Load: 32.7 t ADT: 2,100

S.H. 33

Good

Over: CREEK

4.2 MI W JCT S.H. 34, Roger Mills, OK

Built 1932 Load: 32.7 t ADT: 850

E0810

Good

Over: CREEK

2.7E OF DURHAM, Roger Mills, OK

Built 1938 Load: 32.7 t ADT: 100

E0970

Good

Over: CREEK

2. S 4.3 W OF HAMMON, Roger Mills, OK

Built 1938 Load: 32.7 t ADT: 150

FAS 6501

Good

Over: CREEK

1 W 3.3 N CRAWFORD, Roger Mills, OK

Built 1947 Load: 32.7 t ADT: 100

FAS 6520

Good

Over: CREEK

0.1 MI W OF REYDON, Roger Mills, OK

Built 1952 Load: 32.7 t ADT: 400

E0942

Good

Over: CREEK

S EDGE OF REYDON, Roger Mills, OK

Built 1952 Load: 32.7 t ADT: 50

S.H. 47

Good

Over: CREEK

11 MI E JCT U.S. 283, Roger Mills, OK

Built 1964 Load: 32.7 t ADT: 960

FAS 6501

Good

Over: COTTONWOOD CREEK

1.0 W 7.9 N CRAWFORD, Roger Mills, OK

Built 1981 Load: 32.7 t ADT: 100

FAS 6518

Good

Over: E. FORK SANDSTONE CR

0.5 S 8.7 W CARPENTER, Roger Mills, OK

Built 1982 Load: 32.7 t ADT: 25

FAS 6501

Good

Over: DUGOUT CREEK

1 W 3.5 N CRAWFORD, Roger Mills, OK

Built 1983 Load: 32.7 t ADT: 75

FAS 6504

Good

Over: BUFFALO CREEK

2.1 W GRIMES, Roger Mills, OK

Built 1984 Load: 32.7 t ADT: 150

U.S. 283

Good

Over: WAGON CREEK

0.2 MI S ELLIS C/L, Roger Mills, OK

Built 1985 Load: 32.7 t ADT: 1,700

N1670

Good

Over: SWEETWATER CREEK

5. W 1.7 N OF SWEETWATER, Roger Mills, OK

Built 1988 Load: 32.7 t ADT: 100

E0870

Good

Over: CREEK

8. N 1.3 W OF HAMMON, Roger Mills, OK

Built 1988 Load: 32.7 t ADT: 25

6510C

Good

Over: QUARTER MASTER CREEK

7.0 S 2.1 E OF ANGORA, Roger Mills, OK

Built 1988 Load: 32.7 t ADT: 25

FAS 6520

Good

Over: WASHITA RIVER

1. E 1. N 7.8 E REYDON, Roger Mills, OK

Built 1989 Load: 32.7 t ADT: 25

FAS 6520

Good

Over: RUSH CREEK

1. E 1. N 2.7 E REYDON, Roger Mills, OK

Built 1989 Load: 32.7 t ADT: 100

D0880

Good

Over: WASHITA RIVER

3.9W 5.2S OF CRAWFORD, Roger Mills, OK

Built 1990 Load: 32.7 t ADT: 24

E0850

Good

Over: SPRING CREEK

3.0 S 1.8 W CRAWFORD, Roger Mills, OK

Built 1990 Load: 32.7 t ADT: 25

E0910

Good

Over: DEAD INDIAN CREEK

2. N 2.9 W OF STRONG CIT, Roger Mills, OK

Built 1990 Load: 32.7 t ADT: 25

FAS 6503

Good

Over: CREEK

1 S 6.1 E CHEYENNE, Roger Mills, OK

Built 1992 Load: 32.7 t ADT: 100

N1690

Good

Over: WASHITA RIVER

7.5N 3.W OF REYDON, Roger Mills, OK

Built 1993 Load: 32.7 t ADT: 25

FAS 6517

Good

Over: CREEK

4.7 E 3.8 N CHEYENNE, Roger Mills, OK

Built 1997 Load: 32.7 t ADT: 50

Showing 16,551-16,600 of 22,733 bridges

Related

All states → | National rankings → | Understanding conditions → | SD bridges explained →
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.