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
U.S. 60
FairOver: CREEK
1.1 MI E JCT SH 58, Major, OK
Built 1981 Load: 32.7 t ADT: 6,400
U.S. 60
FairOver: CREEK
0.4 MI E JCT SH 58, Major, OK
Built 1981 Load: 32.7 t ADT: 6,400
N2360
FairOver: GRIEVER CREEK
5E 1.2S OF US 281 & 412, Major, OK
Built 1982 Load: 32.7 t ADT: 100
U.S. 60
FairOver: CREEK
8.4 MI E OF SH 8, Major, OK
Built 1983 Load: 32.7 t ADT: 3,400
N2550
FairOver: CREEK
1.N 1.E OF FAIRVIEW, Major, OK
Built 1991 Load: 32.7 t ADT: 100
E0450
FairOver: CREEK
2S .1W OF MENO, Major, OK
Built 1994 Load: 32.7 t ADT: 100
N2560
FairOver: GYPSUM CREEK
.5N 2E 2.7N OF FAIRVIEW, Major, OK
Built 1996 Load: 32.7 t ADT: 24
E0390
FairOver: CREEK
4N 0.6W SH60 & 58, Major, OK
Built 1996 Load: 32.7 t ADT: 43
U.S. 70
FairOver: LITTLE GLASSES CREEK
4.95 SE JCT SH-99 EAST, Marshall, OK
Built 1946 Load: 32.7 t ADT: 6,300
U.S. 70
FairOver: LITTLE HAUANI CREEK
2.71 E CARTER C/L, Marshall, OK
Built 1960 Load: 32.7 t ADT: 4,600
S.H. 99
FairOver: CREEK
0.47 SW JCT US-70, Marshall, OK
Built 1960 Load: 32.7 t ADT: 6,200
S.H. 99
FairOver: WHISKEY CREEK
0.07 SW JCT US-70, Marshall, OK
Built 1960 Load: 32.7 t ADT: 6,700
S.H. 199
FairOver: GLASSES CREEK
6.03 SE JOHNSTON C/L, Marshall, OK
Built 1960 Load: 32.7 t ADT: 8,600
4822C
FairOver: LITTLE HAUNANI CREEK
2.0 N 2. W OF LEBANNON, Marshall, OK
Built 1984 Load: 32.7 t ADT: 75
U.S. 412 ALT.
FairOver: CREEK
1.15 MI E OF TURNPIKE, Mayes, OK
Built 1926 Load: 32.7 t ADT: 2,600
U.S. 69
FairOver: CREEK
7.6 MI N JCT SH 20, Mayes, OK
Built 1939 Load: 32.7 t ADT: 10,700
S.H. 20
FairOver: PRYOR CREEK OFLOW
4.8 MI E ROGERS CO, Mayes, OK
Built 1950 Load: 32.7 t ADT: 8,100
S.H. 82
FairOver: CREEK
UNDER JCT SH82 & SH20 EB, Mayes, OK
Built 1963 Load: 32.7 t ADT: 3,400
S.H. 28
FairOver: OSAGE CREEK
3.5 MI E ROGERS CO, Mayes, OK
Built 1964 Load: 32.7 t ADT: 3,000
U.S. 69
FairOver: CREEK
2.9 MI S JCT SH 20, Mayes, OK
Built 1977 Load: 32.7 t ADT: 7,700
4968C
FairOver: CREEK
E0390N4300004, Mayes, OK
Built 1982 Load: 32.7 t ADT: 100
N4440
FairOver: ELM CREEK
3.0 W & 1.0 N LANGLEY, Mayes, OK
Built 1983 Load: 32.7 t ADT: 75
U.S. 69
FairOver: CREEK
7.7 MI N WAGONER C/L, Mayes, OK
Built 1984 Load: 32.7 t ADT: 12,300
E0470
FairOver: SALT BRANCH CREEK
2.N & 2.E JCT US69 & SH20, Mayes, OK
Built 1995 Load: 32.7 t ADT: 350
S.H. 59
FairOver: CREEK
0.7 MI. W. JCT. US177, McClain, OK
Built 1931 Load: 32.7 t ADT: 1,300
N3220
FairOver: CREEK
2.8E 4S OF WAYNE, McClain, OK
Built 1939 Load: 32.7 t ADT: 100
S.H. 59
FairOver: CREEK
9.5 MI S&E OF JCT/SH39, McClain, OK
Built 1940 Load: 32.7 t ADT: 190
S.H. 74
FairOver: CREEK
7.3 MI.S&E.JCT. I35, McClain, OK
Built 1949 Load: 32.7 t ADT: 980
S.H. 76
FairOver: CREEK
5.0 MI.N. JCT. US62, McClain, OK
Built 1958 Load: 32.7 t ADT: 5,200
I-35
FairOver: CREEK
1.4 MI S CLEV. C/L, McClain, OK
Built 1959 Load: 32.7 t ADT: 45,100
S.H. 74B
FairOver: WALNUT CREEK O'FLOW
5.0 MI. E. JCT. SH76, McClain, OK
Built 1995 Load: 32.7 t ADT: 1,100
S.H. 24
FairOver: CREEK
3.0 MI S OF JCT SH 39, McClain, OK
Built 1996 Load: 32.7 t ADT: 290
E2080
FairOver: CLEAR CREEK
.4S 3.2E OF VALLIANT, McCurtain, OK
Built 1900 Load: 32.7 t ADT: 100
S.H. 37
FairOver: GARVIN CREEK
6.7 N-E TX S/L, McCurtain, OK
Built 1955 Load: 32.7 t ADT: 1,800
U.S. 70 SB
FairOver: LITTLE RIVER
5.8 MI E-N JCT US259, McCurtain, OK
Built 1976 Load: 32.7 t ADT: 5,950
S.H. 98
FairOver: BENNINGFIELD CREEK
1.0 SW JCT SH-3, McCurtain, OK
Built 1980 Load: 32.7 t ADT: 2,200
S.H. 98
FairOver: HARKIN FRANKLIN CREEK
1.8 SW JCT SH-3, McCurtain, OK
Built 1974 Load: 32.7 t ADT: 2,200
U.S. 70
FairOver: CREEK
1.4MI W JCT US259/US70, McCurtain, OK
Built 2000 Load: 32.7 t ADT: 4,900
GOLF COURSE RD
FairOver: CREEK
1.8 E JCT US-259, McCurtain, OK
Built 1976 Load: 32.7 t ADT: 100
S.H. 9
FairOver: CREEK
2.3 W JCT US-69, McIntosh, OK
Built 1936 Load: 32.7 t ADT: 1,800
S.H. 9
FairOver: CREEK
6.0 E JCT SH-52, McIntosh, OK
Built 1937 Load: 32.7 t ADT: 1,300
S.H. 72
FairOver: ELM CREEK TRIB.
0.4 NW JCT US-266, McIntosh, OK
Built 1963 Load: 32.7 t ADT: 1,600
U.S. 266
FairOver: ELM CREEK
0.6 W JCT SH-72, McIntosh, OK
Built 1963 Load: 32.7 t ADT: 1,100
U.S. 266
FairOver: GRAVES CREEK
2.3 E OKMULGEE C/L, McIntosh, OK
Built 1963 Load: 32.7 t ADT: 960
I-40 WB
FairOver: SOUTH CREEK
8.2 E OKMULGEE C/L, McIntosh, OK
Built 1964 Load: 32.7 t ADT: 5,950
I-40 EB
FairOver: SOUTH CREEK
8.2 E OKMULGEE C/L, McIntosh, OK
Built 1964 Load: 32.7 t ADT: 5,800
I-40 WB
FairOver: CREEK
7.8 E OKMULGEE C/L, McIntosh, OK
Built 1964 Load: 32.7 t ADT: 11,800
U.S. 69
FairOver: UP R.R. UNDER
2.6 N PITTSBURG C/L, McIntosh, OK
Built 1965 Load: 32.7 t ADT: 14,800
I-40
FairOver: WEST ELM CREEK
2.2 E JCT US-69, McIntosh, OK
Built 1971 Load: 32.7 t ADT: 12,500
E1170
FairOver: CREEK
2N;1.4W OF VIVIAN, McIntosh, OK
Built 1983 Load: 32.7 t ADT: 100
Showing 8,501-8,550 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.