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
E1310
FairOver: CREEK
1 S & .8 W OF MAUD, Pottawatomie, OK
Built 2010 Load: 30.8 t ADT: 100
N3405
FairOver: CREEK
.6 N OF TECUMSEH, Pottawatomie, OK
Built 2010 Load: 30.8 t ADT: 100
E1350
FairOver: POPSHEGO CREEK
1S .5E OF ST. LOUIS, Pottawatomie, OK
Built 2010 Load: 30.8 t ADT: 100
6732C
FairOver: CUDJO CREEK
3.5 N & .2 E OF SASAKWA, Seminole, OK
Built 1975 Load: 30.8 t ADT: 100
E1375
FairOver: CREEK
5 N & 4.2 W OF SASAKWA, Seminole, OK
Built 1995 Load: 30.8 t ADT: 24
N3520
FairOver: MUD CREEK
3.7 S & 4 W OF WOLF, Seminole, OK
Built 1999 Load: 30.8 t ADT: 100
N2821
FairOver: CREEK
.1E .2N of US81/SH53, Stephens, OK
Built 1960 Load: 30.8 t ADT: 100
E1690
FairOver: CREEK
2S 2.5W OF 81 & 7, Stephens, OK
Built 2004 Load: 30.8 t ADT: 100
E1970
FairOver: CURTIS CREEK
5.S .9W OF GRANDFIELD, Tillman, OK
Built 1982 Load: 30.8 t ADT: 50
N2220
FairOver: CREEK
3.8 E .5 S OF DAVIDSON, Tillman, OK
Built 1988 Load: 30.8 t ADT: 30
E0635 (E 46 ST.)
FairOver: BELL CREEK
9100 E 46 S, Tulsa, OK
Built 1965 Load: 30.8 t ADT: 7,500
FAU 8180
FairOver: HAIKEY CREEK
9300 E. 91ST ST., Tulsa, OK
Built 2003 Load: 30.8 t ADT: 17,700
U.S. 183
FairOver: CREEK
4.5 MI E JCT SH 34, Woodward, OK
Built 1933 Load: 30.8 t ADT: 4,600
N2170
FairOver: BENT CREEK
2.E & 4.3S OF MUTUAL, Woodward, OK
Built 1989 Load: 30.8 t ADT: 25
0458C
FairOver: BEAVER RIVER
9.E 2.6S OF TURPIN, Beaver, OK
Built 1981 Load: 30.9 t ADT: 100
N3243 (PAUL ST)
FairOver: RUSH CREEK
PAUL AVE & BIRCH ST., Garvin, OK
Built 1993 Load: 30.9 t ADT: 100
U.S. 62
FairOver: CREEK
14.2 MI E OF JCT I-35, Oklahoma, OK
Built 1975 Load: 30.9 t ADT: 9,500
D4380
FairOver: CREEK
3. E 4.5 N OF CORINNE, Pushmataha, OK
Built 1960 Load: 30.9 t ADT: 24
U.S. 270
FairOver: CREEK
11.0 MI E DEWEY C/L, Blaine, OK
Built 1937 Load: 31.0 t ADT: 5,100
S.H. 5
FairOver: CREEK
3 MI E TILLMAN C/L, Cotton, OK
Built 1974 Load: 31.0 t ADT: 290
3102C/ N4590
FairOver: CACHE CREEK
.2N ; .2W OF CARTERSVILLE, Haskell, OK
Built 1998 Load: 31.0 t ADT: 100
N3132
FairOver: CREEK
1N 3.2E .1N OF 74/74B, McClain, OK
Built 1996 Load: 31.0 t ADT: 24
N3084 (S STILES)
FairOver: CREEK
.4S OF SE 59TH ST, Oklahoma, OK
Built 1961 Load: 31.0 t ADT: 650
N3190 (ANDERSON RD
FairOver: CREEK
.1N OF NE10 ON ANDERSON, Oklahoma, OK
Built 2011 Load: 31.0 t ADT: 550
IRR E0170
FairOver: BRUSH CREEK
E0173N4670003, Ottawa, OK
Built 2009 Load: 31.0 t ADT: 100
6658C
FairOver: CREEK
0.6 MI E OF N4200, Rogers, OK
Built 1968 Load: 31.0 t ADT: 100
U.S. 81
FairOver: STAGE STAND CREEK
1.2 MI S JCT SH 7, Stephens, OK
Built 1955 Load: 31.0 t ADT: 14,400
U.S. 59
FairOver: N. BRANCH SALLISAW CREEK
10.6 MI.N.SEQUOYAH CL, Adair, OK
Built 1935 Load: 31.1 t ADT: 4,400
S.H. 3
FairOver: CREEK
14.3 MI.E. JCT. US 83, Beaver, OK
Built 1936 Load: 31.1 t ADT: 2,000
S.H. 19
FairOver: CREEK
2.2 MI W JCT US 62, Caddo, OK
Built 1936 Load: 31.1 t ADT: 1,600
S.H. 7
FairOver: CREEK
4.0 MI E STEPHENS C/L, Carter, OK
Built 1933 Load: 31.1 t ADT: 2,400
S.H. 9
FairOver: CREEK
14.6 MI E JCT US77, Cleveland, OK
Built 1937 Load: 31.1 t ADT: 6,700
S.H. 9
FairOver: CREEK
17.2 MI E JCT US77, Cleveland, OK
Built 1937 Load: 31.1 t ADT: 5,600
S.H. 9
FairOver: PECAN CREEK O'FLOW
17.3 MI E JCT US77, Cleveland, OK
Built 1937 Load: 31.1 t ADT: 5,600
S.H. 11
FairOver: CREEK
2.7 MI W GRANT-KAY C/L, Grant, OK
Built 1933 Load: 31.1 t ADT: 1,300
U.S. 270
FairOver: CREEK
1.4 MI E BEAVER C/L, Harper, OK
Built 1932 Load: 31.1 t ADT: 2,300
S.H. 3 & S.H. 33
FairOver: CREEK
6.3 MI E BLAINE C/L, Kingfisher, OK
Built 1933 Load: 31.1 t ADT: 2,500
U.S. 64
FairOver: UP R.R. UNDER
0.2 MI S JCT US 165, Muskogee, OK
Built 1968 Load: 31.1 t ADT: 4,150
6TH ST. (E0620)
FairOver: SALT CREEK
6TH ST\RIVERSIDE RD .6E, Payne, OK
Built 1996 Load: 31.1 t ADT: 25
S.H. 144
FairOver: BLACK FORK CREEK
1.35 E JCT US-271, Pushmataha, OK
Built 1967 Load: 31.1 t ADT: 500
N2550
FairOver: CACHE CREEK
2.7N OF S.H. 19, Caddo, OK
Built 2008 Load: 31.2 t ADT: 450
U.S. 277
FairOver: CREEK
1.4 MI S COMANCHE C/L, Cotton, OK
Built 1936 Load: 31.2 t ADT: 2,300
N2710
FairOver: CREEK
4E 2.8S JCT SH53/SH65, Cotton, OK
Built 2002 Load: 31.2 t ADT: 50
S.H. 33
FairOver: CREEK
9 MI E PAYNE C/L, Creek, OK
Built 1942 Load: 31.2 t ADT: 3,500
N3790
FairOver: FRANK HENRY CREEK
4.3 MI S OF SLICK, Creek, OK
Built 1924 Load: 31.2 t ADT: 100
U.S. 283
FairOver: CREEK
16.7 MI N US60, Ellis, OK
Built 1935 Load: 31.2 t ADT: 970
U.S. 60
FairOver: CREEK
1.8 MI W KAY C/L, Grant, OK
Built 1933 Load: 31.2 t ADT: 1,400
S.H. 20
FairOver: BOAR CREEK
6.0 MI. E. JCT. SH99, Osage, OK
Built 1980 Load: 31.2 t ADT: 1,900
6110C
FairOver: EUFAULA LAKE
2. E 1.2 S OF CROWDER, Pittsburg, OK
Built 1962 Load: 31.2 t ADT: 250
U.S. 281
FairOver: CREEK
2 MI S JCT I-40, Caddo, OK
Built 1932 Load: 31.3 t ADT: 4,100
Showing 7,701-7,750 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.