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
E1380
FairOver: LINE CREEK
2.2S 1.5W JCT US 81 US 62, Grady, OK
Built 1989 Load: 32.7 t ADT: 175
E1300
FairOver: BRUSHY CREEK
3.4E 6.N JCT US62 SH92, Grady, OK
Built 1993 Load: 32.7 t ADT: 50
N2800
FairOver: CREEK
2.7 S 3. W OF POCASSET, Grady, OK
Built 1995 Load: 32.7 t ADT: 100
N2890
FairOver: CREEK
2.E 3.1N JCT US62 & SH92, Grady, OK
Built 1996 Load: 32.7 t ADT: 150
BAILEY NORMAN SPUR
FairOver: CREEK
MP 0.46, Grady, OK
Built 2000 Load: 32.7 t ADT: 5,400
U.S. 81
FairOver: CREEK
1.2 MI S JCT SH 11, Grant, OK
Built 1928 Load: 32.7 t ADT: 1,600
S.H. 11
FairOver: CREEK
2.4 MI E JCT US 81, Grant, OK
Built 1926 Load: 32.7 t ADT: 1,400
S.H. 11
FairOver: CREEK
.3 MI W JCT US 81, Grant, OK
Built 1936 Load: 32.7 t ADT: 1,400
S.H. 132
FairOver: CREEK
0.7 MI N JCT SH 11, Grant, OK
Built 1959 Load: 32.7 t ADT: 500
S.H. 132
FairOver: CREEK
2.3 MI N JCT SH 11, Grant, OK
Built 1959 Load: 32.7 t ADT: 500
S.H. 132
FairOver: CREEK
0.5 MI S OF JCT US 64, Grant, OK
Built 1961 Load: 32.7 t ADT: 830
S.H. 132
FairOver: CREEK
.1 MI N GARFIELD C/L, Grant, OK
Built 1961 Load: 32.7 t ADT: 850
S.H. 132
FairOver: COLDWATER CREEK
1.4 MI N GARFIELD CO, Grant, OK
Built 1961 Load: 32.7 t ADT: 850
S.H. 74
FairOver: ANTELOPE CREEK
6.1 MI N JCT US 60, Grant, OK
Built 1962 Load: 32.7 t ADT: 620
U.S. 81
FairOver: CREEK
2.5 MI N JCT US 60, Grant, OK
Built 1962 Load: 32.7 t ADT: 1,500
S.H. 132
FairOver: CREEK
.2 MI N JCT US 64, Grant, OK
Built 1989 Load: 32.7 t ADT: 360
N2930
FairOver: OSAGE CREEK
.3N2.8W3.6S OF US81/SH11, Grant, OK
Built 1990 Load: 32.7 t ADT: 24
N2900
FairOver: CREEK
3.4N; 2.8W OF JEFFERSON, Grant, OK
Built 2008 Load: 32.7 t ADT: 24
E0080
FairOver: CREEK
4N .7E OF SAND CREEK, Grant, OK
Built 2015 Load: 32.7 t ADT: 24
FAS 2820
FairOver: HAYSTACK CREEK
3.4 MI W OF JCT SH9, Greer, OK
Built 1982 Load: 32.7 t ADT: 50
E1450
FairOver: CREEK
2. N 1.5 E OF MANGUM, Greer, OK
Built 1987 Load: 32.7 t ADT: 25
S.H. 9
FairOver: LITTLE SNAKE CREEK
3.4 E JCT SH-2, Haskell, OK
Built 1923 Load: 32.7 t ADT: 6,800
S.H. 9
FairOver: LITTLE TALOKA CREEK
2.3 E JCT SH-82, Haskell, OK
Built 1927 Load: 32.7 t ADT: 6,100
S.H. 9
FairOver: W BR CARTERSVILLE CREEK
2.2 W LE FLORE C/L, Haskell, OK
Built 1927 Load: 32.7 t ADT: 2,800
S.H. 26
FairOver: NO NAME CREEK
2.4 S JCT SH-9, Haskell, OK
Built 1952 Load: 32.7 t ADT: 950
S.H. 26
FairOver: MULE CREEK
1.1 N JCT SH-31, Haskell, OK
Built 1952 Load: 32.7 t ADT: 950
S.H. 31
FairOver: MCCURTAIN CREEK
0.5 W JCT SH-26, Haskell, OK
Built 1954 Load: 32.7 t ADT: 1,500
S.H. 31
FairOver: MULE CREEK
1.3 W JCT SH-26, Haskell, OK
Built 1954 Load: 32.7 t ADT: 1,500
S.H. 2
FairOver: MILL CREEK
0.6 N LATIMER C/L, Haskell, OK
Built 1958 Load: 32.7 t ADT: 1,300
S.H. 9
FairOver: S BRANCH CACHE CREEK
1.2 W LE FLORE C/L, Haskell, OK
Built 1978 Load: 32.7 t ADT: 2,800
S.H. 82
FairOver: E. BRANCH SNAKE CREEK
10.9 N JCT SH-31, Haskell, OK
Built 1979 Load: 32.7 t ADT: 1,200
U.S. 75
FairOver: CREEK
8.1 MI N JCT US 270, Hughes, OK
Built 1931 Load: 32.7 t ADT: 2,200
U.S. 270
FairOver: CREEK
1.3 MI E SEMINOLE CO, Hughes, OK
Built 1962 Load: 32.7 t ADT: 4,400
U.S. 75
FairOver: ABANDONED R/R UNDER
0.1 MI N JCT US 270, Hughes, OK
Built 1967 Load: 32.7 t ADT: 2,000
3230C
FairOver: SANDY CREEK
.3 S & 2.5 E OF NON, Hughes, OK
Built 1990 Load: 32.7 t ADT: 385
D3915
FairOver: GOBBLER CREEK
.9 N & 4.7 E OF LAMAR, Hughes, OK
Built 1991 Load: 32.7 t ADT: 100
S.H. 1
FairOver: CREEK
0.7 MI W CALVIN, Hughes, OK
Built 1994 Load: 32.7 t ADT: 2,200
3262C
FairOver: CANEY BOGGY CREEK
1.5 S & 5.3 E OF GERTY, Hughes, OK
Built 2001 Load: 32.7 t ADT: 100
E1260
FairOver: CREEK
6 N 2 W OF HOLDENVILLE, Hughes, OK
Built 2017 Load: 32.7 t ADT: 100
FAS 3308
FairOver: CREEK
3 E 4.9 MI S OF ALTUS, Jackson, OK
Built 1936 Load: 32.7 t ADT: 100
FAS 3317
FairOver: CREEK
0.2 MI W OF BLAIR, Jackson, OK
Built 1950 Load: 32.7 t ADT: 200
FAS 3304
FairOver: CREEK
2 S & 1.5 W OF 283 & 5, Jackson, OK
Built 1990 Load: 32.7 t ADT: 200
U.S. 70
FairOver: SALINA CREEK
1.4 MI E COTTON C/L, Jefferson, OK
Built 1949 Load: 32.7 t ADT: 760
S.H. 89
FairOver: LONG BRANCH CREEK
11.7 MI N JCT SH32, Jefferson, OK
Built 1950 Load: 32.7 t ADT: 510
S.H. 32
FairOver: SNAKE CREEK
15.3 MI E JCT US81, Jefferson, OK
Built 1951 Load: 32.7 t ADT: 380
S.H. 89
FairOver: FOX BRANCH CREEK
2.5 MI N JCT US70, Jefferson, OK
Built 1958 Load: 32.7 t ADT: 920
S.H. 89
FairOver: COTTONWOOD CREEK
6.5 MI N JCT US70, Jefferson, OK
Built 1958 Load: 32.7 t ADT: 920
N2980
FairOver: CREEK
4.7S OF US70, Jefferson, OK
Built 2002 Load: 32.7 t ADT: 50
E1975
FairOver: BEAVER CREEK TRIB.
1.5W OF US81;1S WAURIKA, Jefferson, OK
Built 2005 Load: 32.7 t ADT: 100
S.H. 7
FairOver: CREEK
1.8 MI W JCT SH99, Johnston, OK
Built 1918 Load: 32.7 t ADT: 360
Showing 8,351-8,400 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.