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

N1760

Good

Over: RUSH CREEK

1.2N 3.5E OF REYDON, Roger Mills, OK

Built 1995 Load: 32.7 t ADT: 25

U.S. 283

Good

Over: CURRANT CREEK

5.8 MI S JCT S.H. 47, Roger Mills, OK

Built 1998 Load: 32.7 t ADT: 2,500

U.S. 283

Good

Over: CURRANT CREEK

6.7 MI S JCT S.H. 47, Roger Mills, OK

Built 1998 Load: 32.7 t ADT: 2,500

E0940

Good

Over: RUSH CREEK

.5E .1S OF REYDON, Roger Mills, OK

Built 1998 Load: 32.7 t ADT: 100

N1980

Good

Over: NINE MILE CREEK

4.5W .2N OF HAMMON, Roger Mills, OK

Built 2002 Load: 32.7 t ADT: 25

E0850

Good

Over: QUARTER MASTER CREEK

10N 4W OF HAMMON, Roger Mills, OK

Built 2001 Load: 32.7 t ADT: 50

S.H. 33

Good

Over: WHITE SHIELD CREEK

0.3 W. JCT. S.H. 34, Roger Mills, OK

Built 2010 Load: 32.7 t ADT: 870

S.H. 47 / S.H. 30

Good

Over: RUSH CREEK

0.5 S OF SH-47/SH-30, Roger Mills, OK

Built 2014 Load: 32.7 t ADT: 630

E0820

Good

Over: BOGGY CREEK

3N 5.4E OF ROLL, Roger Mills, OK

Built 2011 Load: 32.7 t ADT: 63

S.H. 33

Good

Over: NINE MILE CREEK

11.7E OF JCT U.S. 283, Roger Mills, OK

Built 2012 Load: 32.7 t ADT: 850

N1750

Good

Over: CAMP HOLLOW CREEK

3E; 2.3N OF REYDON, Roger Mills, OK

Built 2012 Load: 32.7 t ADT: 25

E0920

Good

Over: CAMP HOLLOW CREEK

3.5E 2N OF REYDON, Roger Mills, OK

Built 2014 Load: 32.7 t ADT: 100

IRR E0970

Good

Over: WASHITA RIVER TRIB.

2S 3.4W of HAMMON, Roger Mills, OK

Built 2018 Load: 32.7 t ADT: 150

IRR E0970

Good

Over: WASHITA RIVER TRIB.

2S 3.6W of HAMMON, Roger Mills, OK

Built 2019 Load: 32.7 t ADT: 150

E0980

Good

Over: CREEK

1S 9.7E of CHEYENNE, Roger Mills, OK

Built 2019 Load: 32.7 t ADT: 100

WILL ROGERS TPI-44

Good

Over: CREEK

T.P. NO 07.80, Rogers, OK

Built 1956 Load: 32.7 t ADT: 23,500

WILL ROGERS TPI-44

Good

Over: CREEK

13.95 MI.NE OF TP GATE, Rogers, OK

Built 1958 Load: 32.7 t ADT: 23,500

S.H. 20

Good

Over: CAT CREEK

.3 MI W JCT SH 66, Rogers, OK

Built 1959 Load: 32.7 t ADT: 18,200

S.H. 88

Good

Over: SWEET WATER CREEK

4.7 MI N JCT SH 20, Rogers, OK

Built 1965 Load: 32.7 t ADT: 4,300

U.S. 412 RAMPS

Good

Over: CREEK

100' W OF SH 88, Rogers, OK

Built 1982 Load: 32.7 t ADT: 4,850

S.H. 88

Good

Over: CREEK

0.4 MI N.OF OLD SH 33, Rogers, OK

Built 1982 Load: 32.7 t ADT: 3,600

U.S. 412

Good

Over: CREEK

12.8 MI E I-44, Rogers, OK

Built 1982 Load: 32.7 t ADT: 18,300

U.S. 412

Good

Over: CREEK

16.6 MI E OF I-44, Rogers, OK

Built 1987 Load: 32.7 t ADT: 16,100

U.S. 412

Good

Over: CREEK

17.1 MI E OF I-44, Rogers, OK

Built 1987 Load: 32.7 t ADT: 16,100

FAU 3241

Good

Over: CAT CREEK

0.9 MI. S. SH 20, Rogers, OK

Built 1988 Load: 32.7 t ADT: 1,000

S.H. 20

Good

Over: CREEK

7.7 MI E JCT SH 66, Rogers, OK

Built 1996 Load: 32.7 t ADT: 8,100

S.H. 20

Good

Over: CREEK

8.8 MI E JCT SH 66, Rogers, OK

Built 1996 Load: 32.7 t ADT: 8,100

S.H. 28

Good

Over: CREEK

1.5 MI S JCT SH 66, Rogers, OK

Built 1996 Load: 32.7 t ADT: 740

S.H. 28

Good

Over: CREEK

2.1 MI S JCT SH 66, Rogers, OK

Built 1996 Load: 32.7 t ADT: 740

U.S. 169

Good

Over: FOUR MILE CREEK

2.2 MI N CO.LINE, Rogers, OK

Built 1997 Load: 32.7 t ADT: 10,100

S.H. 20

Good

Over: CREEK

10.0 MI E SH-66 JCT, Rogers, OK

Built 1996 Load: 32.7 t ADT: 8,100

S.H. 20

Good

Over: CREEK

5 MI E JCT SH 66, Rogers, OK

Built 2001 Load: 32.7 t ADT: 11,400

S.H. 20

Good

Over: CREEK

5.3 MI E JCT SH 66, Rogers, OK

Built 2001 Load: 32.7 t ADT: 11,400

S.H. 20

Good

Over: CREEK

5.9 MI E JCT SH 66, Rogers, OK

Built 2001 Load: 32.7 t ADT: 11,400

S.H. 28

Good

Over: PLUMB CREEK

1.1 MI S NOWATA C/L, Rogers, OK

Built 1999 Load: 32.7 t ADT: 620

S.H. 88

Good

Over: OTTER CREEK TRIB.

3.1 MI. N. JCT. US 412, Rogers, OK

Built 2008 Load: 32.7 t ADT: 3,100

S.H. 88

Good

Over: INOLA CREEK TRIB.

1.1 MI. N. JCT. US - 412, Rogers, OK

Built 2008 Load: 32.7 t ADT: 3,100

U.S. 169

Good

Over: FOUR MILE CREEK

7.9S OF NOWATA C/L, Rogers, OK

Built 2004 Load: 32.7 t ADT: 8,200

U.S. 169

Good

Over: FOUR MILE CREEK

6.9S OF NOWATA C/L, Rogers, OK

Built 2004 Load: 32.7 t ADT: 8,200

U.S. 169

Good

Over: FOUR MILE CREEK

6.7MI.S OF NOWATA C/L, Rogers, OK

Built 2004 Load: 32.7 t ADT: 8,200

S.H. 88

Good

Over: CREEK

1.6 MI.N JCT U.S. 412, Rogers, OK

Built 2008 Load: 32.7 t ADT: 3,100

N4230 (6652C)

Good

Over: CREEK

.8S OF E0520, Rogers, OK

Built 2016 Load: 32.7 t ADT: 127

E0440

Good

Over: CREEK

.5E of US 169, Rogers, OK

Built 2018 Load: 32.7 t ADT: 100

N4210 PLUMB CREEK

Good

Over: PLUMB CREEK

1W OF NEW ALLUWE OK, Rogers, OK

Built 2021 Load: 32.7 t ADT: 100

N4190 BLUE CREEK

Good

Over: BLUE CREEK

1 MILE WEST OF FOYIL, Rogers, OK

Built 2021 Load: 32.7 t ADT: 100

N 177th East

Good

Over: STONE CREEK

.2 S OF E 76TH N, Rogers, OK

Built 2018 Load: 32.7 t ADT: 1,700

S.H. 9 A

Good

Over: CREEK

10.8 MI S JCT SH 59, Seminole, OK

Built 1918 Load: 32.7 t ADT: 810

S.H. 56

Good

Over: CREEK

2.6 MI N JCT SH 9, Seminole, OK

Built 1918 Load: 32.7 t ADT: 1,300

I-40

Good

Over: CREEK

2.5 MI E POTT CO, Seminole, OK

Built 1963 Load: 32.7 t ADT: 8,900

I-40

Good

Over: CREEK

2.5 MI E POTT CO, Seminole, OK

Built 1963 Load: 32.7 t ADT: 8,900

Showing 16,601-16,650 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.