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

N2420

Good

Over: MARK CREEK

.7 N 3.5 E OF THOMAS, Custer, OK

Built 1978 Load: 27.2 t ADT: 100

I-40 BUS. WB

Good

Over: TURTLE CREEK

2.0 MI E JCT US-183, Custer, OK

Built 1985 Load: 27.2 t ADT: 2,150

E0890

Good

Over: LITTLE DEER CREEK

1. S .9 W OF THOMAS, Custer, OK

Built 1998 Load: 27.2 t ADT: 50

E0870

Good

Over: WEST BARNITZ CREEK

8.2 MI N OF BUTLER, Custer, OK

Built 2000 Load: 27.2 t ADT: 100

E1010

Good

Over: WASHITA RIVER

1.8W 1N OF STRAFFORD, Custer, OK

Built 2006 Load: 27.2 t ADT: 25

E0920

Good

Over: CREEK

1N .6E OF CUSTER CITY, Custer, OK

Built 2006 Load: 27.2 t ADT: 50

E0980

Good

Over: CREEK

5N 1.5E OF HWY54/I-40, Custer, OK

Built 2012 Load: 27.2 t ADT: 100

U.S. 270

Good

Over: SEILING CREEK

0.3 MI NW JCT U.S. 60, Dewey, OK

Built 1989 Load: 27.2 t ADT: 3,800

E0610

Good

Over: WEST SEILING CREEK

1. S 1.6 W OF SEILING, Dewey, OK

Built 1991 Load: 27.2 t ADT: 25

2212C

Good

Over: GYP CREEK

0.2 S 2.1 W OF CAMARGO, Dewey, OK

Built 1997 Load: 27.2 t ADT: 150

N2340

Good

Over: FLANDERS CREEK

8E; 2.6N OF PUTNAM, Dewey, OK

Built 2009 Load: 27.2 t ADT: 50

E0610

Good

Over: CREEK

6.4E 1S OF VICI, Dewey, OK

Built 2014 Load: 27.2 t ADT: 25

E0500

Good

Over: SKELETON CREEK

.6N; 6.6E OF WAUKOMIS, Garfield, OK

Built 2010 Load: 27.2 t ADT: 100

E1290

Good

Over: SALT CREEK

11S 1.7E OF US81/SH37, Grady, OK

Built 2003 Load: 27.2 t ADT: 100

S.H. 30

Good

Over: CREEK

7.4 MI N JCT S.H. 9, Harmon, OK

Built 1946 Load: 27.2 t ADT: 180

S.H. 9

Good

Over: WEWOKA CREEK

3.2 MI. E. JCT. U.S. 75, Hughes, OK

Built 2017 Load: 27.2 t ADT: 830

FAS 3314

Good

Over: CREEK

.1 MI NORTH HESS, Jackson, OK

Built 1940 Load: 27.2 t ADT: 100

N2020

Good

Over: CREEK

2.0W & 1.7S OF BLAIR, Jackson, OK

Built 2001 Load: 27.2 t ADT: 50

E1660

Good

Over: CREEK

5.7E & 2.0S OF ALTUS, Jackson, OK

Built 2003 Load: 27.2 t ADT: 100

E0850

Good

Over: CAMPBELL CREEK

1S 4.7W OF CASHION, Kingfisher, OK

Built 1994 Load: 27.2 t ADT: 50

U.S. 183

Good

Over: CREEK

0.6 MI N JCT S.H. 19, Kiowa, OK

Built 1932 Load: 27.2 t ADT: 1,200

U.S. 183

Good

Over: CREEK

6.3 MI S SH-9, Kiowa, OK

Built 1932 Load: 27.2 t ADT: 1,200

U.S. 183

Good

Over: CREEK

5.8 MI S S.H. 9, Kiowa, OK

Built 1932 Load: 27.2 t ADT: 1,200

E1590

Good

Over: CREEK

1N 6.1W OF MT PARK, Kiowa, OK

Built 1999 Load: 27.2 t ADT: 100

N2280

Good

Over: CREEK

8S 3W OF GOTEBO, Kiowa, OK

Built 2010 Load: 27.2 t ADT: 100

S.H. 54

Good

Over: CREEK

.9 N JCT S.H. 54/S.H. 9, Kiowa, OK

Built 2014 Load: 27.2 t ADT: 910

U.S. 62

Good

Over: ROBINSON CREEK

7.6 MI E JCT SH 18, Lincoln, OK

Built 1999 Load: 27.2 t ADT: 2,700

E0960

Good

Over: CREEK

.6E 1.S .9E OF MIDLOTHIAN, Lincoln, OK

Built 2001 Load: 27.2 t ADT: 100

S.H. 24

Good

Over: WALNUT CREEK

4.1 MI. N. JCT. SH39, McClain, OK

Built 1993 Load: 27.2 t ADT: 3,200

S.H. 37

Good

Over: WATERHOLE CREEK

6.2 N-E TX S/L, McCurtain, OK

Built 1955 Load: 27.2 t ADT: 1,800

4516C

Good

Over: HORSEPEN CREEK

1.0 E WRIGHT CITY, McCurtain, OK

Built 2001 Load: 27.2 t ADT: 350

E2080

Good

Over: WHEELOCK CREEK

1.6 E; 0.6 N MILLERTON, McCurtain, OK

Built 2007 Load: 27.2 t ADT: 50

4530C

Good

Over: YASHAU CREEK

.9W OF BROKEN BOW, McCurtain, OK

Built 2010 Load: 27.2 t ADT: 1,400

N4260

Good

Over: SHADY GROVE CREEK

1.5S 1W OF SHADY GROVE, McIntosh, OK

Built 2004 Load: 27.2 t ADT: 100

N4420

Good

Over: CREEK

1.5 N 1.4 W WEBBERS FALLS, Muskogee, OK

Built 1948 Load: 27.2 t ADT: 100

WAINRIGHT RD.

Good

Over: CREEK

.3 S .3 E OF WAINWRIGHT, Muskogee, OK

Built 1949 Load: 27.2 t ADT: 500

5140C

Good

Over: CREEK

2N;4W OF HASKELL, Muskogee, OK

Built 1991 Load: 27.2 t ADT: 100

N4130

Good

Over: COAL CREEK TRIB.

0.2S;0.9E OF HASKELL, Muskogee, OK

Built 1997 Load: 27.2 t ADT: 75

S.H. 164

Good

Over: WEST WARREN CREEK

.1E OF GARFIELD C/L, Noble, OK

Built 2004 Load: 27.2 t ADT: 620

U.S. 77

Good

Over: RED ROCK CREEK O'FLOW

11.2MI.N.JCT. U.S.64, Noble, OK

Built 2009 Load: 27.2 t ADT: 570

E0390

Good

Over: COTTONWOOD CREEK

2S 2.7E OF CERES, Noble, OK

Built 2008 Load: 27.2 t ADT: 24

S.H. 56

Good

Over: YAHOLA CREEK

8.2N OF JCT. U.S. 62, Okfuskee, OK

Built 2002 Load: 27.2 t ADT: 800

IRR 5796C

Good

Over: CREEK

1.75SE OF JCT HWY 20 & 99, Osage, OK

Built 1975 Load: 27.2 t ADT: 400

E1580

Good

Over: BLACK CREEK

4 N & 1.3 E OF FITZHUGH, Pontotoc, OK

Built 2001 Load: 27.2 t ADT: 100

E0930

Good

Over: CREEK

1.N .2E OF REYDON, Roger Mills, OK

Built 1982 Load: 27.2 t ADT: 25

E1090

Good

Over: CREEK

2. S 5.2 E OF GRIMES, Roger Mills, OK

Built 1990 Load: 27.2 t ADT: 25

E0990

Good

Over: WHITE SHIELD CREEK

3.5 S & 0.2 W OF HAMMON, Roger Mills, OK

Built 1998 Load: 27.2 t ADT: 100

N1690 (FAS 6504)

Good

Over: FREEZEOUT CREEK

3W 1.7N OF SWEETWATER, Roger Mills, OK

Built 2004 Load: 27.2 t ADT: 50

IRR E1090

Good

Over: CAMP CREEK

1N & 2.7 W ROLAND, Sequoyah, OK

Built 2002 Load: 27.2 t ADT: 100

N4755

Good

Over: CREEK

1.5 W & 1.2 N ROLAND, Sequoyah, OK

Built 2002 Load: 27.2 t ADT: 100

Showing 14,201-14,250 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.