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
FAS 0216
FairOver: SANDY CREEK TRIB.
4S 4.9E OF BRYON, Alfalfa, OK
Built 2005 Load: 38.1 t ADT: 40
E0210
FairOver: CREEK
1.1W .3S OF CHEROKEE, Alfalfa, OK
Built 2007 Load: 38.1 t ADT: 25
N2740
FairOver: CREEK
9E 5.6N OF BYRON, Alfalfa, OK
Built 2020 Load: 38.1 t ADT: 100
E1100
FairOver: CREEK
8. N 3.3 W OF SAYRE, Beckham, OK
Built 1950 Load: 38.1 t ADT: 25
S.H. 78
FairOver: CANEY CREEK
21. N & W TX S/L, Bryan, OK
Built 1950 Load: 38.1 t ADT: 3,200
E1060
FairOver: PURCELL CREEK
2. S .1 E OF BANNER, Canadian, OK
Built 1993 Load: 38.1 t ADT: 100
1062C
FairOver: CREEK
6W & 5.2N JCT I-35 & US70, Carter, OK
Built 1994 Load: 38.1 t ADT: 257
E1830
FairOver: CREEK
.2N 3.4W OF FOX SH76, Carter, OK
Built 2004 Load: 38.1 t ADT: 25
D4364
FairOver: GATES CREEK
2.7 MI N OF FT TOWNSON, Choctaw, OK
Built 1996 Load: 38.1 t ADT: 230
E2098
FairOver: BIRD CREEK
3.S .7W OF FT TOWSON, Choctaw, OK
Built 1981 Load: 38.1 t ADT: 100
N4190
FairOver: LONG CREEK
7E 2N OF SOPER, Choctaw, OK
Built 2009 Load: 38.1 t ADT: 30
I-35
FairOver: S. CANADIAN RIVER
CLEVELAND-MC CLAIN C/L, Cleveland, OK
Built 1988 Load: 38.1 t ADT: 35,150
IRR N2470
FairOver: BLUE BEAVER CREEK
.7 S 9.3 W OF I-44, Comanche, OK
Built 2001 Load: 38.1 t ADT: 100
N2500
FairOver: CREEK
6W & 5.5S OF 277/36, Comanche, OK
Built 2009 Load: 38.1 t ADT: 50
E1010
FairOver: CREEK
2S .2W OF ARAPAHO, Custer, OK
Built 1999 Load: 38.1 t ADT: 100
FAS 2318
FairOver: HACKBERRY CREEK
.8W 11.6S OF HARMON, Ellis, OK
Built 1981 Load: 38.1 t ADT: 30
N1710
FairOver: CREEK
8.3W3.5S2W.3S OF ARNETT, Ellis, OK
Built 1990 Load: 38.1 t ADT: 100
U.S. 60 / U.S. 412
FairOver: CREEK
4.5 MI E MAJOR C/L, Garfield, OK
Built 1967 Load: 38.1 t ADT: 4,400
U.S. 60 / U.S. 412
FairOver: CLEAR CREEK
6.4 MI E MAJOR C/L, Garfield, OK
Built 1967 Load: 38.1 t ADT: 4,550
U.S. 60 / U.S. 412
FairOver: CREEK
4.5 MI E MAJOR C/L, Garfield, OK
Built 1975 Load: 38.1 t ADT: 4,400
E0580
FairOver: TURKEY CREEK
1.4S 3.8W OF BISON, Garfield, OK
Built 1983 Load: 38.1 t ADT: 50
N3070
FairOver: RED ROCK CREEK
3E 8.4N OF SH74/US64, Garfield, OK
Built 2015 Load: 38.1 t ADT: 20
2528C
FairOver: CREEK
.3S 2.2W of PRUDY, Garvin, OK
Built 1998 Load: 38.1 t ADT: 100
E1230
FairOver: WEST JACK HOLLOW CREEK
5. S 5.3W OF US81, Grady, OK
Built 1996 Load: 38.1 t ADT: 100
E1230
FairOver: SALT CREEK
5.5S 1.8E JCT US81 SH37, Grady, OK
Built 1996 Load: 38.1 t ADT: 100
N2760
FairOver: CREEK
.2S OF SH37;7.8W OF US81, Grady, OK
Built 1995 Load: 38.1 t ADT: 100
IRR N2780
FairOver: ROCK HOLLOW CREEK
.4S OF US162&4.5W OF US81, Grady, OK
Built 1995 Load: 38.1 t ADT: 100
N2780
FairOver: CREEK
3.6 MI N OF US 62, Grady, OK
Built 1995 Load: 38.1 t ADT: 100
E1300
FairOver: EAST BITTER CREEK
4W BLANCHARD;SW OF I-44, Grady, OK
Built 2004 Load: 38.1 t ADT: 50
N2880
FairOver: SALT FORK ARKANSAS RIVER
4.2N OF US81/US64, Grant, OK
Built 1990 Load: 38.1 t ADT: 160
E0170
FairOver: POLECAT CREEK
3S 4.9E OF SH11/US81, Grant, OK
Built 2010 Load: 38.1 t ADT: 25
N2925
FairOver: POND CREEK
S.W. EDGE OF JEFFERSON, Grant, OK
Built 2010 Load: 38.1 t ADT: 25
N2890
FairOver: WILD HORSE CREEK
1E .8N OF CO LINE/US81, Grant, OK
Built 2010 Load: 38.1 t ADT: 24
E0110
FairOver: SAND CREEK
3N 1.2E OF SH11/SH132, Grant, OK
Built 2013 Load: 38.1 t ADT: 100
E0080
FairOver: CREEK
1N 3.8W OF WAKITA, Grant, OK
Built 2015 Load: 38.1 t ADT: 25
E0070
FairOver: CREEK
7N 3.7E of SH132/SH11, Grant, OK
Built 2018 Load: 38.1 t ADT: 24
N1950
FairOver: CREEK
.5S 3W 5.5S OF SELMAN, Harper, OK
Built 2009 Load: 38.1 t ADT: 75
3236C
FairOver: FISH CREEK
1.3 S & 1.2 W OF DUSTIN, Hughes, OK
Built 2006 Load: 38.1 t ADT: 350
E1300
FairOver: CREEK
3.4N& .3W OF HOLDENVILLE, Hughes, OK
Built 2011 Load: 38.1 t ADT: 100
FAS 3324
FairOver: CREEK
6.0 E 1.7 N EL DORADO, Jackson, OK
Built 1920 Load: 38.1 t ADT: 50
U.S. 70
FairOver: CREEK
8.0 MI E JCT US81, Jefferson, OK
Built 1932 Load: 38.1 t ADT: 1,200
E0210
FairOver: STINK CREEK
4.9E 1N OF I-35/US60, Kay, OK
Built 1982 Load: 38.1 t ADT: 75
E0250
FairOver: CREEK
3S 1W OF I-35/US60, Kay, OK
Built 1987 Load: 38.1 t ADT: 150
E0200
FairOver: CHIKASKIA RIVER
2N 6E OF I - 35 / U.S. 60, Kay, OK
Built 2006 Load: 38.1 t ADT: 100
E0760
FairOver: BIRD CREEK
3.7N 8.6E OF SH33/US81, Kingfisher, OK
Built 1988 Load: 38.1 t ADT: 75
N2870
FairOver: CLEAR CREEK
5E 3.1N OF OKARCHE, Kingfisher, OK
Built 1996 Load: 38.1 t ADT: 60
E0780
FairOver: WALNUT CREEK
1.7N 10E JCT SH33/US81, Kingfisher, OK
Built 2009 Load: 38.1 t ADT: 50
N2720
FairOver: SQUAW CREEK
2W 5.7N OF LOYAL, Kingfisher, OK
Built 2011 Load: 38.1 t ADT: 35
N2340
FairOver: CREEK
4. W 3.9 S OF MT VIEW, Kiowa, OK
Built 1950 Load: 38.1 t ADT: 100
S.H. 2
FairOver: BUFFALO CREEK
1.41 N PUSHMATAHA C/L, Latimer, OK
Built 1979 Load: 38.1 t ADT: 1,600
Showing 10,151-10,200 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.