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
E1230
FairOver: STINKING CREEK
7S & .1E OF COGAR, Caddo, OK
Built 2009 Load: 36.3 t ADT: 100
E0940
FairOver: UNCLE JOHN'S CREEK
5.S 3.8E OF OKARCHE, Canadian, OK
Built 1987 Load: 36.3 t ADT: 100
E1920
FairOver: CREEK
4W 3N JCT U.S.177/S.H.199, Carter, OK
Built 2007 Load: 36.3 t ADT: 100
S.H. 51
FairOver: DOUBLE SPRING CREEK
SH 51; 0.3 MI W JCT SH 80, Cherokee, OK
Built 1950 Load: 36.3 t ADT: 4,200
U.S. 70
FairOver: KIAMICHI RIVER
5.5 MI. E. OF HUGO, Choctaw, OK
Built 2009 Load: 36.3 t ADT: 6,700
SW 104TH ST.
FairOver: CREEK
0.1 MI E OF ROCKWELL AVE, Cleveland, OK
Built 1990 Load: 36.3 t ADT: 500
S.H. 31
FairOver: CANEY CREEK
0.7 MI NE US75, Coal, OK
Built 1972 Load: 36.3 t ADT: 2,000
U.S. 62
FairOver: CARTER CREEK
1.4 MI E OF SH 115, Comanche, OK
Built 1970 Load: 36.3 t ADT: 4,150
1690C
FairOver: WEST CACHE CREEK
3.2 S .9 E OF US 62, Comanche, OK
Built 1978 Load: 36.3 t ADT: 345
IRR N2350
FairOver: TRIBUTARY
2W 6.2N OF INDIAHOMA, Comanche, OK
Built 2004 Load: 36.3 t ADT: 100
E1550
FairOver: CREEK
2S 1.1E OF JCT US277/SH17, Comanche, OK
Built 2003 Load: 36.3 t ADT: 100
S.H. 7 WB
FairOver: BEAVER CREEK
1.6E OF JCT. S.H. 65, Comanche, OK
Built 2009 Load: 36.3 t ADT: 3,950
E1760
FairOver: CREEK
1S 5.9W OF GERONIMO, Comanche, OK
Built 2010 Load: 36.3 t ADT: 150
S.H. 53
FairOver: BEAVER CREEK
8.6E JCT S.H. 5, Cotton, OK
Built 2012 Load: 36.3 t ADT: 1,200
S.H. 53
FairOver: PLUM CREEK
9.3E JCT S.H. 5, Cotton, OK
Built 2012 Load: 36.3 t ADT: 1,200
2270C
FairOver: TRAIL CREEK
1.5 W 1.2 S OF VICI, Dewey, OK
Built 1980 Load: 36.3 t ADT: 50
U.S. 183
FairOver: CANADIAN RIVER
16.8 N OF CUSTER C/L, Dewey, OK
Built 2018 Load: 36.3 t ADT: 1,980
E0580
FairOver: OTTER CREEK
9S .3W OF COVINGTON, Garfield, OK
Built 1988 Load: 36.3 t ADT: 25
E0360
FairOver: CREEK
4S; 5E OF KREMLIN, Garfield, OK
Built 2009 Load: 36.3 t ADT: 50
E0550
FairOver: HELL & GONE CREEK
1.6N 4.9W OF BISON, Garfield, OK
Built 2020 Load: 36.3 t ADT: 25
S.H. 37
FairOver: BUGGY CREEK O' FLOW
1.2 MI E CADDO CO, Grady, OK
Built 1951 Load: 36.3 t ADT: 1,700
E1380
FairOver: WEST WINTER CREEK
3.E 2.S JCT US62 SH 39, Grady, OK
Built 1987 Load: 36.3 t ADT: 100
N2910
FairOver: ROARING CREEK
1.9 W 3.6 S OF ALEX, Grady, OK
Built 1987 Load: 36.3 t ADT: 100
2644C
FairOver: CREEK
1.5 MI E COX CITY, Grady, OK
Built 1994 Load: 36.3 t ADT: 50
U.S. 81
FairOver: S. CANADIAN RIVER
21.6N OF U.S. 62, Grady, OK
Built 2010 Load: 36.3 t ADT: 4,900
E0180
FairOver: SPRING CREEK
4S 1.6E OF SH11/ SH11A, Grant, OK
Built 1940 Load: 36.3 t ADT: 24
N2800
FairOver: CREEK
1E .9N OF SH132/SH11, Grant, OK
Built 1960 Load: 36.3 t ADT: 24
E0040
FairOver: CREEK
2.7S 1.8E OF MANCHESTER, Grant, OK
Built 2002 Load: 36.3 t ADT: 24
E0030
FairOver: SAND CREEK
1.8S 3.2W OF MANCHESTER, Grant, OK
Built 2009 Load: 36.3 t ADT: 25
E0100
FairOver: POLECAT CREEK
6E 4N 1E OF SH11/SH74, Grant, OK
Built 2010 Load: 36.3 t ADT: 25
E0170
FairOver: SPRING CREEK
3S; 9.5W OF SH11/US81, Grant, OK
Built 2011 Load: 36.3 t ADT: 24
N2810
FairOver: CREEK
2.7E 4.6S OF NASH, Grant, OK
Built 2011 Load: 36.3 t ADT: 24
E0050
FairOver: CREEK
3.7S 1.6E OF MANCHESTER, Grant, OK
Built 2015 Load: 36.3 t ADT: 45
N2900
FairOver: POND CREEK
5.9W 7.9N OF MEDFORD, Grant, OK
Built 2017 Load: 36.3 t ADT: 24
N1950
FairOver: CREEK
.5S 4.5E 10.5S OF BUFFALO, Harper, OK
Built 2017 Load: 36.3 t ADT: 75
E0010
FairOver: CREEK
BORDER BRIDGE, Harper, OK
Built 1989 Load: 36.3 t ADT: 24
S.H. 31
FairOver: SAN BOIS CREEK
2.3 E JCT SH-2, Haskell, OK
Built 1961 Load: 36.3 t ADT: 1,400
S.H. 9
FairOver: SANS BOIS CREEK
15.7 MI E OF JCT SH2, Haskell, OK
Built 1970 Load: 36.3 t ADT: 3,700
S.H. 82
FairOver: TURKEY CREEK
0.1 NE JCT SH-31, Haskell, OK
Built 1984 Load: 36.3 t ADT: 610
S.H. 9
FairOver: EMACHAYA CREEK
0.9 W JCT SH-2, Haskell, OK
Built 2006 Load: 36.3 t ADT: 2,700
E1460
FairOver: BIG CREEK
1.4N 3.9E OF ALLEN, Hughes, OK
Built 2012 Load: 36.3 t ADT: 100
S.H. 5
FairOver: COW CREEK
0.9 MI N JCT US70, Jefferson, OK
Built 1977 Load: 36.3 t ADT: 1,500
3504C
FairOver: BLUE RIVER
.7 E OF CONNERVILLE, Johnston, OK
Built 1986 Load: 36.3 t ADT: 375
S.H. 78
FairOver: BRUSHY CREEK
.5 S. JUNCTION SH 48A, Johnston, OK
Built 2011 Load: 36.3 t ADT: 1,300
E1860
FairOver: BUZZARD CREEK
2 S OF REAGAN, Johnston, OK
Built 2023 Load: 36.3 t ADT: 120
U.S. 177
FairOver: CHIKASKIA RIVER
9.3 MI N JCT US 60, Kay, OK
Built 1957 Load: 36.3 t ADT: 3,100
I-35
FairOver: DOE CREEK
3.2 MI N JCT SH 11, Kay, OK
Built 1959 Load: 36.3 t ADT: 7,600
I-35
FairOver: DOE CREEK
3.2 MI N JCT SH 11, Kay, OK
Built 1959 Load: 36.3 t ADT: 7,500
E0220
FairOver: BOIS D'ARC CREEK
.5N 1.1E OF US 60/SH156, Kay, OK
Built 1982 Load: 36.3 t ADT: 250
U.S. 60
FairOver: DEER CREEK
4.7 MI E GRANT C/L, Kay, OK
Built 1985 Load: 36.3 t ADT: 1,500
Showing 9,801-9,850 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.