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
2312C
FairOver: TWENTYFIVE MILE CREEK
6N 2.2W OF GAGE, Ellis, OK
Built 1975 Load: 29.0 t ADT: 102
FAS 2317
FairOver: LITTLE WOLF CREEK
1.E 3.S OF GAGE, Ellis, OK
Built 1981 Load: 29.0 t ADT: 192
N1870
FairOver: SAND CREEK
13.2N 3.W OF FARGO, Ellis, OK
Built 1989 Load: 29.0 t ADT: 50
E0450
FairOver: SKELETON CREEK
2S 2E JCT64/30TH ST., Garfield, OK
Built 1968 Load: 29.0 t ADT: 800
E0400
FairOver: CREEK
3N 1.3E OF LAHOMA, Garfield, OK
Built 1996 Load: 29.0 t ADT: 50
E0390
FairOver: CREEK
4N 1.6E OF LAHOMA, Garfield, OK
Built 1998 Load: 29.0 t ADT: 100
E0450
FairOver: CREEK
2S 3.8E of LAHOMA, Garfield, OK
Built 1998 Load: 29.0 t ADT: 100
N2780
FairOver: CREEK
2E 1.7N OF LAHOMA, Garfield, OK
Built 1980 Load: 29.0 t ADT: 24
E0450
FairOver: CREEK
4E 2S .9E OF LAHOMA, Garfield, OK
Built 2001 Load: 29.0 t ADT: 50
S.H. 29
FairOver: SALT CREEK
1.5 MI E STEPHENS CO, Garvin, OK
Built 1953 Load: 29.0 t ADT: 1,600
N2835
FairOver: LITTLE WASHITA RIVER
.8 W .3 S OF NINNEKAH, Grady, OK
Built 1925 Load: 29.0 t ADT: 100
2654C
FairOver: CREEK
2.2 S 4 MI E DUTTON, Grady, OK
Built 1992 Load: 29.0 t ADT: 50
N2780
FairOver: CREEK
3N US62& 4.5W US 81, Grady, OK
Built 1991 Load: 29.0 t ADT: 75
E1260
FairOver: EAST JACK HOLLOW CREEK
8.5S 5.4W JCT US81 SH37, Grady, OK
Built 1991 Load: 29.0 t ADT: 75
N2880
FairOver: CREEK
3. S 1. E OF AMBER, Grady, OK
Built 1987 Load: 29.0 t ADT: 50
N2920
FairOver: CREEK
.8 W 5. N OF ALEX, Grady, OK
Built 1989 Load: 29.0 t ADT: 50
E1190
FairOver: CREEK
1.1W 3.S HCT US81 SH152, Grady, OK
Built 1989 Load: 29.0 t ADT: 100
E1390
FairOver: CREEK
3.4E 3.S JCT US62 SH39, Grady, OK
Built 1989 Load: 29.0 t ADT: 100
E1300
FairOver: CREEK
1.9E 6.N JCT US62 SH92, Grady, OK
Built 1990 Load: 29.0 t ADT: 100
E1230
FairOver: CREEK
.8E US81 5.S SH37, Grady, OK
Built 1991 Load: 29.0 t ADT: 100
N2980
FairOver: BRIDGE CREEK
7.5E 6.5S JCT SH92 SH37, Grady, OK
Built 1993 Load: 29.0 t ADT: 50
E1170
FairOver: CREEK
.5 N 6. E OF US 81 & 37, Grady, OK
Built 1993 Load: 29.0 t ADT: 100
N2760
FairOver: BUGGY CREEK
.2N SH37 AND 7.8W OF US81, Grady, OK
Built 1993 Load: 29.0 t ADT: 125
2604C
FairOver: SALT CREEK
.5 N 1.3 E OF POCASSET, Grady, OK
Built 1994 Load: 29.0 t ADT: 330
E1340
FairOver: CREEK
1.S US62 5.W US81, Grady, OK
Built 1993 Load: 29.0 t ADT: 100
E1230
FairOver: CREEK
7.S .5W JCT US81 SH152, Grady, OK
Built 1994 Load: 29.0 t ADT: 100
N2960
FairOver: CREEK
5.7 E .3 N OF TABLER, Grady, OK
Built 1996 Load: 29.0 t ADT: 100
CO. RD. 2780
FairOver: CREEK
5 W & 1 N US62/US81 JCT, Grady, OK
Built 1997 Load: 29.0 t ADT: 100
E0250
FairOver: CREEK
1.2S 3.E OF POND CREEK, Grant, OK
Built 1987 Load: 29.0 t ADT: 92
E0040
FairOver: REDOUBT CREEK
2.4E 10N 3.8E OF ROSSTON, Harper, OK
Built 1974 Load: 29.0 t ADT: 100
S.H. 82
FairOver: HUCKLEBERRY HOLLOW
HASKELL/LATIMER C/L, Haskell, OK
Built 2000 Load: 29.0 t ADT: 840
S.H. 48
FairOver: S. CANADIAN RIVER
3.9 MI N JCT SH 1, Hughes, OK
Built 1975 Load: 29.0 t ADT: 1,500
E1250
FairOver: CREEK
4.8 S & 2.4 E OF DUSTIN, Hughes, OK
Built 1985 Load: 29.0 t ADT: 100
S.H. 34
FairOver: TURKEY CREEK
9.4 MI N JCT S.H. 6, Jackson, OK
Built 1961 Load: 29.0 t ADT: 610
E1900
FairOver: LITTLE SANDY CREEK
1 S & 2.7 W OF FILMORE, Johnston, OK
Built 2000 Load: 29.0 t ADT: 30
N3270
FairOver: DUCK CREEK
7W .9N OF KILDARE, Kay, OK
Built 1950 Load: 29.0 t ADT: 75
U.S. 60 BUS.
FairOver: BOIS D'ARC CREEK
0.5 MI E JCT US 60, Kay, OK
Built 1969 Load: 29.0 t ADT: 3,200
U.S. 60 BUS.
FairOver: BOIS D'ARC CREEK
0.5 MI E JCT US 60, Kay, OK
Built 1969 Load: 29.0 t ADT: 3,250
S.H. 11
FairOver: ABANDONED R.R. UNDER
0.7 MI E JCT US 177, Kay, OK
Built 1970 Load: 29.0 t ADT: 3,600
U.S. 177
FairOver: STINK CREEK
3.2 MI N JCT US 60, Kay, OK
Built 1975 Load: 29.0 t ADT: 2,100
N3120
FairOver: SALT FORK ARKANSAS RIVER
5.5W 3.4S OF I-35/US60, Kay, OK
Built 1976 Load: 29.0 t ADT: 88
U.S. 177
FairOver: DRY CREEK O'FLOW
3.3N OF JCT U.S. 177/SH11, Kay, OK
Built 2010 Load: 29.0 t ADT: 1,500
N2740
FairOver: COOPER CREEK
.1W .1S OF LOYAL, Kingfisher, OK
Built 1973 Load: 29.0 t ADT: 350
E0820
FairOver: CREEK
1.5E 3S .5E OF OMEGA, Kingfisher, OK
Built 1998 Load: 29.0 t ADT: 24
S.H. 63
FairOver: PIGEON CREEK
4.80 W AR S/L, Le Flore, OK
Built 1941 Load: 29.0 t ADT: 430
S.H. 83
FairOver: COWSKIN CREEK
7.55 E JCT US-59, Le Flore, OK
Built 1964 Load: 29.0 t ADT: 820
N3400
FairOver: SAND CREEK
1. E & 4.7 N OF TRYON, Lincoln, OK
Built 1975 Load: 29.0 t ADT: 100
E0905 (PARK RD.)
FairOver: CREEK
(BLKS) 3W 1S 3W SH18/66, Lincoln, OK
Built 1998 Load: 29.0 t ADT: 250
N3410
FairOver: CREEK
4 E .9 S OF JACKTOWN, Lincoln, OK
Built 2004 Load: 29.0 t ADT: 100
E0880
FairOver: CREEK
.2 W; .6 S OF FALLIS, Lincoln, OK
Built 2010 Load: 29.0 t ADT: 100
Showing 7,201-7,250 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.