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. 62
FairOver: BOX ELDER CREEK
2.0 MI N JCT. SH-19, Caddo, OK
Built 2009 Load: 31.8 t ADT: 2,100
E1080
FairOver: CREEK
5.5 S 4.1 E US 270 & I-40, Canadian, OK
Built 1999 Load: 31.8 t ADT: 100
E2000
FairOver: CREEK
4S 7.3N JCT I-35/US70 W, Carter, OK
Built 2004 Load: 31.8 t ADT: 50
N3190
FairOver: CREEK
9E 3.9N OF US70/SH6N, Carter, OK
Built 2004 Load: 31.8 t ADT: 50
N3110
FairOver: CREEK
.1? 2E JCT SH76/SH53E, Carter, OK
Built 2004 Load: 31.8 t ADT: 100
S.H. 10
FairOver: SQYRE CREEK
0.3 MI N US62, Cherokee, OK
Built 1951 Load: 31.8 t ADT: 2,200
S.H. 109
FairOver: MUDDY BOGGY CREEK
22.05 S & E JCT US-70, Choctaw, OK
Built 1980 Load: 31.8 t ADT: 200
I-44 NB
FairOver: WOLF CREEK
2.7 MI.N. JCT. SH 36, Comanche, OK
Built 1963 Load: 31.8 t ADT: 3,300
I-44 SB
FairOver: WOLF CREEK
2.7 MI.N. JCT. SH 36, Comanche, OK
Built 1963 Load: 31.8 t ADT: 3,300
E1720
FairOver: PECAN CREEK
1. N 6.2 W OF I-44-SH36, Comanche, OK
Built 1965 Load: 31.8 t ADT: 100
E1770
FairOver: PECAN CREEK
4S&4.1W OF JCT I-44&SH36, Comanche, OK
Built 1972 Load: 31.8 t ADT: 51
S.H. 7 EB
FairOver: EAST CACHE CREEK
1.1 MI.E.JCT.US281B, Comanche, OK
Built 1987 Load: 31.8 t ADT: 9,050
E1510
FairOver: CREEK
7. N 12. W OF SH 49, Comanche, OK
Built 1998 Load: 31.8 t ADT: 24
E1850
FairOver: WEST CACHE CREEK
2. S 1.3 W OF US 281-SH5, Cotton, OK
Built 1982 Load: 31.8 t ADT: 100
E0680
FairOver: CREEK
2N; 5.4W OF S.H 48&S.H.33, Creek, OK
Built 2008 Load: 31.8 t ADT: 40
N3650
FairOver: LITTLE DEEP FORK CREEK
.2W .3N of DEPEW, Creek, OK
Built 2018 Load: 31.8 t ADT: 100
S.H. 54
FairOver: LITTLE DEEP CREEK
4.4 MI N WASHITA C/L, Custer, OK
Built 1930 Load: 31.8 t ADT: 2,600
2006C
FairOver: CREEK
7.1 N 3.5 MI E BUTLER, Custer, OK
Built 1998 Load: 31.8 t ADT: 125
S.H. 15
FairOver: CREEK
3.8 MI NE US283, Ellis, OK
Built 1935 Load: 31.8 t ADT: 2,000
N1730
FairOver: SPILLWAY OF LAKE
8.3W 5.7S OF ARNETT, Ellis, OK
Built 1986 Load: 31.8 t ADT: 100
N1700
FairOver: MANBEE CREEK
2N 5.5W 3.8N OF SHATTUCK, Ellis, OK
Built 1991 Load: 31.8 t ADT: 100
E0680
FairOver: RED BLUFF CREEK
7.5S 4.8W OF US60/US283, Ellis, OK
Built 2002 Load: 31.8 t ADT: 50
N1780
FairOver: 25 MILE CREEK TRIB.
2.5E OF US283, Ellis, OK
Built 2006 Load: 31.8 t ADT: 100
E0470
FairOver: SKELETON CREEK
.3W 1.7S 4.9W OF FAIRMONT, Garfield, OK
Built 1976 Load: 31.8 t ADT: 100
E0580
FairOver: BUFFALO CREEK
1.4S 2.2W OF BISON, Garfield, OK
Built 1985 Load: 31.8 t ADT: 25
N2850
FairOver: BUFFALO CREEK
.6N 2W .2N OF BISON, Garfield, OK
Built 2011 Load: 31.8 t ADT: 20
S.H. 29
FairOver: CREEK
16.2 MI E STEPHENS CL, Garvin, OK
Built 1949 Load: 31.8 t ADT: 1,600
E1630
FairOver: SANDY CREEK
2.5 W 1.2 S MC CARTY, Garvin, OK
Built 1986 Load: 31.8 t ADT: 100
2606C
FairOver: BITTER CREEK
.5 N 6.8 E OF POCASSET, Grady, OK
Built 1992 Load: 31.8 t ADT: 213
2642C
FairOver: RUSH CREEK
.2 MI NE BAILEY, Grady, OK
Built 1982 Load: 31.8 t ADT: 82
E1570
FairOver: CREEK
3.8E 3.S JCT US, Grady, OK
Built 1988 Load: 31.8 t ADT: 100
2630C
FairOver: CREEK
2N & 13.3E JCT US81 SH17, Grady, OK
Built 1994 Load: 31.8 t ADT: 68
E1230
FairOver: CREEK
5.S .2W OF US81, Grady, OK
Built 1994 Load: 31.8 t ADT: 100
E1260
FairOver: CREEK
7.4W 8.5S JCT US81 & SH37, Grady, OK
Built 1995 Load: 31.8 t ADT: 100
N3060
FairOver: BLUFF CREEK
3.4E OF US81 ON ST. LINE, Grant, OK
Built 1986 Load: 31.8 t ADT: 24
E0060
FairOver: DEER CREEK
.2N 3.5E OF RENFROW, Grant, OK
Built 1985 Load: 31.8 t ADT: 50
N2980
FairOver: POND CREEK
.2E.2N5E2.2S OF JEFFERSON, Grant, OK
Built 1987 Load: 31.8 t ADT: 25
E0120
FairOver: CROOKED CREEK
2N 3.1E OF SH11/SH132, Grant, OK
Built 1987 Load: 31.8 t ADT: 50
E0250
FairOver: WILD HORSE CREEK
1.2S 2.5E OF POND CREEK, Grant, OK
Built 1987 Load: 31.8 t ADT: 92
N2760
FairOver: CREEK
3W5.4N OF S.H.132/S.H.11, Grant, OK
Built 2006 Load: 31.8 t ADT: 24
E0250
FairOver: CREEK
1.7E 1S .2W OF NASH, Grant, OK
Built 2013 Load: 31.8 t ADT: 24
N2820
FairOver: LYNCH CREEK
3W 1.1S OF SH11A/11 JCT, Grant, OK
Built 2013 Load: 31.8 t ADT: 24
E0150
FairOver: LYNCH CREEK
1S 3.1E of SH11/SH132, Grant, OK
Built 2016 Load: 31.8 t ADT: 24
E0040
FairOver: CREEK
2N 3.5S of RENFROW, Grant, OK
Built 2016 Load: 31.8 t ADT: 24
N1950
FairOver: CREEK
.5S 4.5E 10.2S OF BUFFALO, Harper, OK
Built 1982 Load: 31.8 t ADT: 75
E0230
FairOver: SLEEPING BEAR CREEK
.5S 7E 8S 1.2E OF SELMAN, Harper, OK
Built 1988 Load: 31.8 t ADT: 85
E0220
FairOver: CREEK
.3W5.5S1W2S.5W OF SELMAN, Harper, OK
Built 1989 Load: 31.8 t ADT: 75
E0100
FairOver: DOBY CREEK
2N 8.2W OF BUFFALO, Harper, OK
Built 2002 Load: 31.8 t ADT: 75
S.H. 31
FairOver: TURKEY CREEK
0.5 W JCT SH-31/SH-82, Haskell, OK
Built 1955 Load: 31.8 t ADT: 1,300
S.H. 9
FairOver: OTTER CREEK
17.7 E JCT SH-2, Haskell, OK
Built 1970 Load: 31.8 t ADT: 3,500
Showing 7,851-7,900 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.