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
N3370
FairOver: CREEK
.6S 8.7E .6S OF MARLAND, Noble, OK
Built 2000 Load: 99.9 t ADT: 24
N3220 (CHOCTAW RD)
FairOver: CREEK
.5S OF NE 10 ON CHOCTAW, Oklahoma, OK
Built 2007 Load: 99.9 t ADT: 4,000
U.S. 60
FairOver: CREEK
5.1 MI. E. KAY CL., Osage, OK
Built 1973 Load: 99.9 t ADT: 3,200
E0230
FairOver: CREEK
4.7 MI. E OF PAWHUSKA, Osage, OK
Built 1995 Load: 99.9 t ADT: 40
S.H. 99
FairOver: UNNAMED CREEK
2 S OF JCT S.H. 11, Osage, OK
Built 2019 Load: 99.9 t ADT: 2,200
N4515
FairOver: NEOSHO RIVER O'FLOW
6W OF COMMERCE, Ottawa, OK
Built 2017 Load: 99.9 t ADT: 244
E0570
FairOver: CREEK
1.25E OF TERLTON, Pawnee, OK
Built 1988 Load: 99.9 t ADT: 200
S.H. 33
FairOver: CREEK
8.2 MI E JCT SH 18, Payne, OK
Built 1930 Load: 99.9 t ADT: 8,200
S.H. 51 (SIXTH ST)
FairOver: STILWATER CREEK O'FLOW
3.0 MI W JCT US 177, Payne, OK
Built 1936 Load: 99.9 t ADT: 14,200
92ND ST. (E0690)
FairOver: CREEK
92ND ST& PLEASANT VY .3E, Payne, OK
Built 1995 Load: 99.9 t ADT: 24
E0640
FairOver: CREEK
32ND ST\MEHAN RD .3E, Payne, OK
Built 2002 Load: 99.9 t ADT: 50
N3390 (UNION RD)
FairOver: CREEK
UNION RD / YOST .5S, Payne, OK
Built 2016 Load: 99.9 t ADT: 50
E0570 (VFW RD)
FairOver: SALT CREEK
.9E CLAY RD, Payne, OK
Built 2020 Load: 99.9 t ADT: 50
E0660
FairOver: CREEK
56 ST COUNCIL VALLEY RD, Payne, OK
Built 2022 Load: 99.9 t ADT: 50
6234C
FairOver: BLUE RIVER
.4 S & .4 W OF ROFF, Pontotoc, OK
Built 1989 Load: 99.9 t ADT: 895
6262C
FairOver: CREEK
3 S & 1.1 E OF HOMER, Pontotoc, OK
Built 1993 Load: 99.9 t ADT: 880
6246C
FairOver: CREEK
.5 S 2 W OF OIL CENTER, Pontotoc, OK
Built 2014 Load: 99.9 t ADT: 390
N3550
FairOver: CREEK
3.9 S 1 E of LATTA, Pontotoc, OK
Built 2018 Load: 99.9 t ADT: 100
INDEPENDENCE AVE.
FairOver: N. CANADIAN RIVER TRIB.
.4 E OF BRYAN ST, Pottawatomie, OK
Built 2010 Load: 99.9 t ADT: 100
E1230
FairOver: CREEK
1.9S 2.6E OF TECUMSEH, Pottawatomie, OK
Built 2015 Load: 99.9 t ADT: 100
S.H. 3
FairOver: CREEK
5.89 E ATOKA C/L, Pushmataha, OK
Built 1929 Load: 99.9 t ADT: 3,300
U.S. 271
FairOver: CREEK
4.15 SE JCT SH-2, Pushmataha, OK
Built 1936 Load: 99.9 t ADT: 660
S.H. 2
FairOver: HACKETT CREEK
19.66 N JCT SH-3, Pushmataha, OK
Built 1974 Load: 99.9 t ADT: 610
N4150
FairOver: CREEK
0.8 MI S OF I-44, Rogers, OK
Built 1979 Load: 99.9 t ADT: 400
E0590
FairOver: INOLA CREEK
.1E of N4200, Rogers, OK
Built 2018 Load: 99.9 t ADT: 400
S PECAN ST
FairOver: CREEK
0.2W .11 N OF E 510 RD, Rogers, OK
Built 2021 Load: 99.9 t ADT: 100
S.H. 100
FairOver: CREEK
5.26 NE JCT SH-10, Sequoyah, OK
Built 1932 Load: 99.9 t ADT: 1,200
6924C
FairOver: CREEK
4.1W OF U.S. 81, Stephens, OK
Built 2002 Load: 99.9 t ADT: 283
IRR E1770
FairOver: CREEK
7.1W OF US81 / 6N OF SH53, Stephens, OK
Built 2013 Load: 99.9 t ADT: 224
N. 20TH STREET
FairOver: TRIB TO RANCH CREEK
0.5 MI N OF 86 ST, Tulsa, OK
Built 1970 Load: 99.9 t ADT: 128
U.S. 64
FairOver: HARLOW CREEK
12.4 MI S-E OSAGE CO, Tulsa, OK
Built 1973 Load: 99.9 t ADT: 57,800
I-244
FairOver: CHERRY CREEK
2.3 MI N I-44, Tulsa, OK
Built 1973 Load: 99.9 t ADT: 19,700
S.H. 16
FairOver: CREEK
2.7 MI N MUSKOGEE CO, Wagoner, OK
Built 1970 Load: 99.9 t ADT: 5,000
U.S. 75
FairOver: POOLER CREEK
14.4 MI N JCT US 60 E, Washington, OK
Built 1970 Load: 99.9 t ADT: 6,300
U.S. 75
FairOver: ELM CREEK
16.6 MI N US 60 E, Washington, OK
Built 1978 Load: 99.9 t ADT: 6,100
S.H. 7
GoodOver: WATSON CREEK
7.79 E JOHNSTON C/L, Atoka, OK
Built 1938 ADT: 1,500
E1796
GoodOver: CREEK
.1 E. OF TRANS. STA., Atoka, OK
Built 2001 ADT: 125
FAS 0936
GoodOver: CREEK
2.7 MI W SH 3, Canadian, OK
Built 1950 ADT: 1,000
U.S. 81 NB
GoodOver: N. CANADIAN RIVER
2.2 MI. N. JCT. SH66, Canadian, OK
Built 1973 ADT: 2,600
CEMETERY RD.
GoodOver: CREEK
.1S FORMAN ROAD, Canadian, OK
Built 1980 ADT: 500
S.H. 33
GoodOver: DRY CREEK
7.1 MI NE JCT U.S. 183, Custer, OK
Built 1946 ADT: 970
S.H. 33
GoodOver: LITTLE DEER CREEK
12.0 MI NE JCT U.S. 183, Custer, OK
Built 1946 ADT: 970
E0940
GoodOver: DEER CREEK
1. S 8. E CUSTER CITY, Custer, OK
Built 1984 ADT: 50
E0620
GoodOver: CREEK
9.9 E 2. S OF SEILING, Dewey, OK
Built 2000 ADT: 25
FAS 2821
GoodOver: SLEEPY JOHN CREEK
3.0 N & 3.2 E OF REED, Greer, OK
Built 1997 ADT: 50
FAS 3316
GoodOver: CREEK
8.0 W & 3.4 S OF ALTUS, Jackson, OK
Built 1997 ADT: 100
U.S. 60
GoodOver: BOIS D'ARC CREEK O'FLOW
12.6 MI E JCT I 35, Kay, OK
Built 1969 ADT: 1,200
N2150
GoodOver: CREEK
N2150E1470005, Kiowa, OK
Built 1928 ADT: 100
N4730
GoodOver: CREEK
1.2 S HEAVENER, Le Flore, OK
Built 1999 ADT: 50
FDR 6035
GoodOver: MCMURTERY BRANCH
1.6 MI E OF LE 208, Le Flore, OK
Built 1977 ADT: 10
Showing 12,301-12,350 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.
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.