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
S.H. 120
FairOver: CREEK
0.15 E JCT SH-112, Le Flore, OK
Built 1975 Load: 21.2 t ADT: 2,100
N3110
FairOver: RED BLANKET CREEK
.5E1S1E.4N OF WASHINGTON, McClain, OK
Built 1993 Load: 21.2 t ADT: 100
N4210
FairOver: CREEK
.5 N 1.5 W OF CREKOLA, Muskogee, OK
Built 1939 Load: 21.2 t ADT: 100
E1130
FairOver: STARVILLA CREEK TRIB
2N 2.8E OF PORUM/SH2, Muskogee, OK
Built 2009 Load: 21.2 t ADT: 50
U.S. 60
FairOver: LITTLE SALT CREEK
8.0 MI E JCT US 169, Nowata, OK
Built 1937 Load: 21.2 t ADT: 1,600
E1090
FairOver: COAL CREEK
0.5 W 62 BUS ON OLD 62, Okmulgee, OK
Built 1959 Load: 21.2 t ADT: 750
IRR E0050
FairOver: CREEK
2.5 W. OF COMMERCE, Ottawa, OK
Built 1939 Load: 21.2 t ADT: 100
6846C
FairOver: CREEK
1.3 MI NW OF HENDERSON, Sequoyah, OK
Built 1932 Load: 21.2 t ADT: 400
E1780 (6926C)
FairOver: CREEK
4.1E; 3.8S OF U.S 81, Stephens, OK
Built 2010 Load: 21.2 t ADT: 389
S.H. 34
FairOver: N. FORK OF RED RIVER
3.6 MI.N. GREER C/L, Beckham, OK
Built 1932 Load: 21.3 t ADT: 610
0948C
FairOver: CREEK
.2 S 2.8 E OF CALUMET, Canadian, OK
Built 1998 Load: 21.3 t ADT: 400
5740C
FairOver: CREEK
3 MI. N. OF BLACKBURN, Osage, OK
Built 1975 Load: 21.3 t ADT: 128
IRR 6808C
FairOver: LITTLE VIAN CREEK
4.5 MI NE OF US 64, Sequoyah, OK
Built 1957 Load: 21.3 t ADT: 400
6920C
FairOver: COW CREEK
15.7 MI W OF VELMA, Stephens, OK
Built 1926 Load: 21.3 t ADT: 904
U.S. 69
FairOver: U.P. R.R. UNDER
0.7 MI N JCT SH-51, Wagoner, OK
Built 1947 Load: 21.3 t ADT: 6,150
1820C
FairOver: ELM BRANCH CREEK
2.NW OF VINITA, Craig, OK
Built 1949 Load: 21.4 t ADT: 250
E1590
FairOver: CREEK
2.8 N .1 E OF MC CARTY, Garvin, OK
Built 2000 Load: 21.4 t ADT: 100
S.H. 15
FairOver: RED ROCK CREEK
5.2 MI E OF JCT US77, Noble, OK
Built 1952 Load: 21.4 t ADT: 400
S.H. 3 SD
FairOver: CLEAR BOGGY CREEK
400' E OF SH 3; SD, Pontotoc, OK
Built 1973 Load: 21.4 t ADT: 500
S.H. 53
FairOver: COW CREEK O'FLOW
SH 53; 0.4 MI E JCT US 81, Stephens, OK
Built 1927 Load: 21.4 t ADT: 1,200
U.S. 81 BUS.
FairOver: CREEK
1.3 MI N SH17, Grady, OK
Built 1967 Load: 21.5 t ADT: 680
N4270
FairOver: SEMINOLE CREEK
2 MI E. OF ROGERS C/L, Mayes, OK
Built 1945 Load: 21.5 t ADT: 100
IRR E0160
FairOver: CREEK
2.4 N. 1.7 W. OF FAIRLAND, Ottawa, OK
Built 1936 Load: 21.5 t ADT: 50
OLD U.S 270
FairOver: CREEK
12.9SE OF US69B, Pittsburg, OK
Built 1924 Load: 21.5 t ADT: 100
N2880
FairOver: CREEK
2.5 W .6 S OF BRAY, Stephens, OK
Built 1950 Load: 21.5 t ADT: 100
U.S. 69
FairOver: U.P. R.R. UNDER
1.5 MI N JCT SH-51, Wagoner, OK
Built 1946 Load: 21.5 t ADT: 6,000
I-40 N FRONTAGE RD
FairOver: TURKEY CREEK
6.5 MI E BECKHAM C/L, Washita, OK
Built 1927 Load: 21.5 t ADT: 300
E2090
FairOver: SULPHUR CREEK
1.2S 1.5W OF BENNINGTON, Bryan, OK
Built 1921 Load: 21.6 t ADT: 50
5770C
FairOver: LITTLE SOLDIER CREEK
21ST.(PAWHUSKA).2W OF 99, Osage, OK
Built 1930 Load: 21.6 t ADT: 500
6919C
FairOver: CREEK
9.9 MI W OF DUNCAN, Stephens, OK
Built 1940 Load: 21.6 t ADT: 210
N2900
FairOver: MURRAY CREEK
N2900E1610006, Stephens, OK
Built 1950 Load: 21.6 t ADT: 24
N4460
FairOver: 14 MILE CREEK TRIB.
2W 1S OF GIDEON, Cherokee, OK
Built 2005 Load: 21.7 t ADT: 150
N2800
FairOver: CREEK
4.2S OF U.S. 70, Jefferson, OK
Built 2011 Load: 21.7 t ADT: 200
D0440
FairOver: BUG CREEK
9 MI. WEST OF HOMINY, Osage, OK
Built 1962 Load: 21.7 t ADT: 50
IRR E0050
FairOver: WARREN BRANCH
2.N 1.E OF PEORIA, Ottawa, OK
Built 1940 Load: 21.7 t ADT: 100
N4050
FairOver: CREEK
0.7 MI N OF E0410, Rogers, OK
Built 1940 Load: 21.7 t ADT: 100
E0990
FairOver: CREEK
3.5 N 2. E GORE, Sequoyah, OK
Built 1939 Load: 21.7 t ADT: 100
U.S. 69
FairOver: CREEK
8.4 MI N MUSKOGEE CO, Wagoner, OK
Built 1947 Load: 21.7 t ADT: 13,900
E0830
FairOver: CREEK
3.5S .2E OF PORTER, Wagoner, OK
Built 2008 Load: 21.7 t ADT: 120
N2720
FairOver: CREEK
3.7S OF GOLTRY, Alfalfa, OK
Built 1937 Load: 21.8 t ADT: 100
E0050
FairOver: LITTLE MULE CREEK
3N 2.1W OF SH 8/11 JCT, Alfalfa, OK
Built 1938 Load: 21.8 t ADT: 100
E0020 (0202C)
FairOver: CREEK
1.7E OF WOODS C/L, Alfalfa, OK
Built 1947 Load: 21.8 t ADT: 50
E0230
FairOver: SPRING CREEK
1N 2.4W OF JET, Alfalfa, OK
Built 1950 Load: 21.8 t ADT: 100
E0230
FairOver: WAGON CREEK
3E .9N OF JET, Alfalfa, OK
Built 1983 Load: 21.8 t ADT: 100
N2583
FairOver: CREEK
2.2N OF YEWED, Alfalfa, OK
Built 2007 Load: 21.8 t ADT: 100
N1470
FairOver: CREEK
8.E 7.2S OF ELMWOOD, Beaver, OK
Built 1982 Load: 21.8 t ADT: 50
N1560
FairOver: SAND CREEK
6.W 2.3N OF SLAPOUT, Beaver, OK
Built 1969 Load: 21.8 t ADT: 50
N1820
FairOver: TURKEY CREEK
3.6 S 5.5 W OF SAYRE, Beckham, OK
Built 1977 Load: 21.8 t ADT: 25
N1459
FairOver: CREEK
.5E OF JCT SH 19 CYRIL, Caddo, OK
Built 1923 Load: 21.8 t ADT: 2,270
E1380
FairOver: HOG CREEK
2. S .9 E OF SH 9, Caddo, OK
Built 1960 Load: 21.8 t ADT: 100
Showing 5,251-5,300 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.
| Publisher | Kiznis Studio |
| Sources | FHWA National Bridge Inventory, public U.S. government datasets |