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%.

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.

All Bridges in Oklahoma

N3690

Good

Over: LITTLE WALNUT CREEK

4.2 N 5.W MASON, Okfuskee, OK

Built 1988 Load: 42.6 t ADT: 100

N3630

Good

Over: HILLIBY CREEK

2.3 N 1.5 E PADEN, Okfuskee, OK

Built 1990 Load: 42.6 t ADT: 75

E1100

Good

Over: BAD CREEK

.5 W. OF PHARAOH, Okfuskee, OK

Built 1994 Load: 42.6 t ADT: 100

N3740

Good

Over: CREEK

.2 S 1.5 E BEARDEN, Okfuskee, OK

Built 1995 Load: 42.6 t ADT: 100

E1120

Good

Over: BAD CREEK

2.S 1.8 E PHAROAH, Okfuskee, OK

Built 1999 Load: 42.6 t ADT: 100

E1130

Good

Over: SALT CREEK

3.0 S 4.5 E OF PHAROAH, Okfuskee, OK

Built 2006 Load: 42.6 t ADT: 100

E0244 (L.B. MAY)

Good

Over: MUD CREEK

.1E PEARSON .4S MAIN, Osage, OK

Built 2015 Load: 42.6 t ADT: 910

RIPLEY RD.(N3420)

Good

Over: COUNCIL CREEK

RIPLEY RD\RICHMOND .9S, Payne, OK

Built 2004 Load: 42.6 t ADT: 50

6126C

Good

Over: ANDERSON CREEK

3. S 3. W OF ALDERSON, Pittsburg, OK

Built 1997 Load: 42.6 t ADT: 300

6148C

Good

Over: LILLY PAD CREEK

5.0 MI E OF SCIPIO, Pittsburg, OK

Built 1984 Load: 42.6 t ADT: 100

N3950

Good

Over: SCIPIO CREEK

1. N 1.5 W OF SCIPIO, Pittsburg, OK

Built 1987 Load: 42.6 t ADT: 100

N3950

Good

Over: NORTH BOGGY CREEK

4.5 W 2. S OF KIOWA, Pittsburg, OK

Built 1987 Load: 42.6 t ADT: 100

N4170

Good

Over: BLUE CREEK

1.8 S 1 W OF HAILEYVIL, Pittsburg, OK

Built 1991 Load: 42.6 t ADT: 50

6122C

Good

Over: MUDDY CK.- LK. EUFAULA

3.0 E.& 2.0 N. KREBS, Pittsburg, OK

Built 1994 Load: 42.6 t ADT: 150

E1290

Good

Over: ROCK CREEK

2.6 W 1.6 S INDIANOLA, Pittsburg, OK

Built 2003 Load: 42.6 t ADT: 100

N4050

Good

Over: BALD MOUNTAIN CREEK

3.1S 1.8W OF INDIANOLA, Pittsburg, OK

Built 2004 Load: 42.6 t ADT: 75

N3419

Good

Over: CANADIAN SANDY CREEK

3.6 S & 2.6 W OF VANOSS, Pontotoc, OK

Built 1996 Load: 42.6 t ADT: 100

N3680

Good

Over: SINCERE CREEK

2.3 N & 1.4 W OF JAYDEE, Pontotoc, OK

Built 1995 Load: 42.6 t ADT: 50

E1510

Good

Over: SPRING BROOK CREEK

2 N 2.7 W OF GARR CORNER, Pontotoc, OK

Built 2001 Load: 42.6 t ADT: 100

E1540

Good

Over: COON CREEK

1 S & .7 E OF GARR CORNER, Pontotoc, OK

Built 2005 Load: 42.6 t ADT: 100

S.H. 99

Good

Over: MILL CREEK

S. END OF FITTSTOWN, Pontotoc, OK

Built 2007 Load: 42.6 t ADT: 2,100

E1460

Good

Over: CREEK

.4 S & 1.8 W OF MAXWELL, Pontotoc, OK

Built 2006 Load: 42.6 t ADT: 100

6246C

Good

Over: SPRING BROOK CREEK

.2 S 2 W OF OIL CENTER, Pontotoc, OK

Built 2013 Load: 42.6 t ADT: 390

N3360

Good

Over: DANCE CREEK

1.5 N & .2 W OF MORVIN, Pottawatomie, OK

Built 1987 Load: 42.6 t ADT: 350

N3370

Good

Over: SALT CREEK

3 S & 1 W OF ANDERSON, Pottawatomie, OK

Built 2001 Load: 42.6 t ADT: 100

E1410

Good

Over: YOUNG CREEK

2.1S&.7W OF SACRED HEART, Pottawatomie, OK

Built 2003 Load: 42.6 t ADT: 100

N3450

Good

Over: PREACHER CREEK

1.1 S & 3.7 E OF ASHER, Pottawatomie, OK

Built 2004 Load: 42.6 t ADT: 50

6354C

Good

Over: LITTLE RIVER

.8 N & .1 W OF MACOMB, Pottawatomie, OK

Built 2006 Load: 42.6 t ADT: 375

E1950

Good

Over: HOG CREEK

1.0 S &2.3 E OF RATTAN, Pushmataha, OK

Built 2006 Load: 42.6 t ADT: 50

E0960

Good

Over: WASHITA RIVER

1. S 3.7 W OF HAMMON, Roger Mills, OK

Built 1987 Load: 42.6 t ADT: 25

E1010

Good

Over: SANDSTONE CREEK

1.5 N 9.7 W CARPENTEE, Roger Mills, OK

Built 1989 Load: 42.6 t ADT: 25

N0940

Good

Over: 9 MILE CREEK

1N 5.4W OF HAMMON, Roger Mills, OK

Built 2004 Load: 42.6 t ADT: 50

E0940

Good

Over: CREEK

1.2E OF REYDON, Roger Mills, OK

Built 2009 Load: 42.6 t ADT: 50

E0500

Good

Over: PANTHER CREEK TRIB.

1S 3.5E JCT SH20/SH88, Rogers, OK

Built 2012 Load: 42.6 t ADT: 100

6772C

Good

Over: NEGRO CREEK

2.9S .6E OF KONAWA, Seminole, OK

Built 1991 Load: 42.6 t ADT: 270

6704C

Good

Over: SAND CREEK

1 S & .3 W OF SCHOOLTON, Seminole, OK

Built 1994 Load: 42.6 t ADT: 260

N3670

Good

Over: SAND CREEK

1.7 N & 1 W OF CROMWELL, Seminole, OK

Built 1997 Load: 42.6 t ADT: 70

U.S. 64

Good

Over: LITTLE SALLISAW CREEK

2E OF U.S. 59, Sequoyah, OK

Built 2020 Load: 42.6 t ADT: 10,310

E1850

Good

Over: DRY CREEK

2.S SH53 3.1W US81, Stephens, OK

Built 1994 Load: 42.6 t ADT: 100

FAS 6915

Good

Over: WEEDHOLLOW CREEK

6 MI W 3 MI S OF VELMA, Stephens, OK

Built 1999 Load: 42.6 t ADT: 121

6934C

Good

Over: NEGRO CREEK

.5S 6.2W SH 53 SH 89, Stephens, OK

Built 1998 Load: 42.6 t ADT: 141

E1820

Good

Over: DRY CREEK

1.N SH53 3.1W US81, Stephens, OK

Built 1997 Load: 42.6 t ADT: 100

E1790

Good

Over: WEST MUD CREEK

7E 3;5N OF JCT US81/SH53, Stephens, OK

Built 2006 Load: 42.6 t ADT: 25

N2210

Good

Over: CREEK

4. N 2.8 E OF DAVIDSON, Tillman, OK

Built 1991 Load: 42.6 t ADT: 60

E1850

Good

Over: JACK CREEK

.6S 8.9E OF HOLLISTER, Tillman, OK

Built 1993 Load: 42.6 t ADT: 60

FAS 7101

Good

Over: OTTER CREEK

5 MI W 4 MI N MANITOU, Tillman, OK

Built 1999 Load: 42.6 t ADT: 200

N2360

Good

Over: LITTLE DEEP RED CREEK

.2E 1.2S OF LOVELAND, Tillman, OK

Built 2005 Load: 42.6 t ADT: 30

7214C(56TH.ST.N)

Good

Over: BIRD CREEK

56TH ST. N .7MI E HWY 169, Tulsa, OK

Built 2011 Load: 42.6 t ADT: 448

E0270

Good

Over: KEELER CREEK

7S 2.8W OF JCT US75&60S, Washington, OK

Built 2012 Load: 42.6 t ADT: 100

N4030

Good

Over: LACY CREEK

5N 5E OF SH20/US75 JCT, Washington, OK

Built 2022 Load: 42.6 t ADT: 100

Showing 19,301-19,350 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.