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
E0390
FairOver: CREEK
4N 3.3E OF LAHOMA, Garfield, OK
Built 1998 Load: 39.9 t ADT: 100
E0360
FairOver: CREEK
6.5N .1E S.H. 74/U.S. 64, Garfield, OK
Built 2006 Load: 39.9 t ADT: 100
E0440
FairOver: CREEK
1S 3.4E OF LAHOMA, Garfield, OK
Built 2012 Load: 39.9 t ADT: 50
E0340
FairOver: RED ROCK CREEK
3S 1E OF HUNTER, Garfield, OK
Built 2016 Load: 39.9 t ADT: 20
S.H. 76
FairOver: RUSH CREEK
1.3 MI N STEPHENS CO, Garvin, OK
Built 1951 Load: 39.9 t ADT: 1,500
I-35
FairOver: SHORT CREEK
8.6 MI N JCT SH 19, Garvin, OK
Built 1969 Load: 39.9 t ADT: 16,000
S.H. 17A
FairOver: WASHITA RIVER
0.8 MI E I-35, Garvin, OK
Built 1970 Load: 39.9 t ADT: 1,900
N2840
FairOver: CREEK
2.E 4.3N JCT US81 & SH17, Grady, OK
Built 1989 Load: 39.9 t ADT: 50
E1180
FairOver: BUGGY CREEK
.5S .7E JCT US8 & SH37, Grady, OK
Built 1995 Load: 39.9 t ADT: 100
N2780
FairOver: CREEK
2.5 MI S OF SH 37, Grady, OK
Built 1995 Load: 39.9 t ADT: 50
N2900
FairOver: CREEK
.5 W .5 N OF SH 37, Grady, OK
Built 1998 Load: 39.9 t ADT: 50
S.H. 19
FairOver: UP R.R. UNDER
0.5 MI W US81, Grady, OK
Built 2002 Load: 39.9 t ADT: 4,000
N2830
FairOver: CREEK
4.7E 6.2N OF NASH, Grant, OK
Built 1930 Load: 39.9 t ADT: 173
E0050
FairOver: CREEK
0, Grant, OK
Built 2007 Load: 39.9 t ADT: 50
N2980
FairOver: CREEK
5.9W 2.7S OF SALT FORK, Grant, OK
Built 2010 Load: 39.9 t ADT: 24
E0090
FairOver: CREEK
5N 2.2W OF MEDFORD, Grant, OK
Built 2021 Load: 39.9 t ADT: 57
3236C
FairOver: CREEK
6.1 N & 3.2 E OF LAMAR, Hughes, OK
Built 1940 Load: 39.9 t ADT: 265
E1880
FairOver: CREEK
3.3 N OF RAVIA, Johnston, OK
Built 2003 Load: 39.9 t ADT: 100
E0220
FairOver: COON CREEK
8S 3.4E OF KILDARE, Kay, OK
Built 1982 Load: 39.9 t ADT: 100
IRR E0230
FairOver: CREEK
.5E 1S .5E OF I35/US60, Kay, OK
Built 2014 Load: 39.9 t ADT: 75
E0080
FairOver: BITTER CREEK
1.1E 1N OF SUMPTER, Kay, OK
Built 2012 Load: 39.9 t ADT: 24
N3230
FairOver: CREEK
4S 2E .7S of BLACKWELL, Kay, OK
Built 2018 Load: 39.9 t ADT: 100
U.S. 81
FairOver: CIMARRON RIVER
6.9 MI N JCT SH 33, Kingfisher, OK
Built 1978 Load: 39.9 t ADT: 2,500
E0790
FairOver: WALNUT CREEK
.7N 11.8E OF SH33/US81, Kingfisher, OK
Built 1997 Load: 39.9 t ADT: 24
N2780
FairOver: CREEK
4W 2.1N OF OKARCHE, Kingfisher, OK
Built 2001 Load: 39.9 t ADT: 150
IRR N2700
FairOver: KINGFISHER CREEK
.5E 1.1S OF OMEGA, Kingfisher, OK
Built 2017 Load: 39.9 t ADT: 24
S.H. 112
FairOver: JAMES FORK CRK O'FLOW
8.81 NE JCT US-271, Le Flore, OK
Built 1975 Load: 39.9 t ADT: 9,700
U.S. 59
FairOver: POTEAU RIVER
11.54 NW JCT US-259, Le Flore, OK
Built 1989 Load: 39.9 t ADT: 4,300
GREEN ST
FairOver: CREEK
BETWEEN KOONCE & DOVER, Lincoln, OK
Built 1998 Load: 39.9 t ADT: 300
E0710
FairOver: ANTELOPE CREEK
.3S 1.7W OF PLEASANT VALY, Logan, OK
Built 1986 Load: 39.9 t ADT: 100
N3290
FairOver: WALNUT CREEK
.1W 5.N OF MERRICK, Logan, OK
Built 1991 Load: 39.9 t ADT: 250
I-35 S.B.
FairOver: HICKORY CREEK
7.3N JCT. S.H. 32, Love, OK
Built 2004 Load: 39.9 t ADT: 13,450
E0580
FairOver: CREEK
.5E 5.S .8E OF AMES, Major, OK
Built 1988 Load: 39.9 t ADT: 25
E0410
FairOver: CREEK
2.N 7.6W OF US60 & SH58, Major, OK
Built 1989 Load: 39.9 t ADT: 100
E0500
FairOver: CREEK
6.1S 2.6W OF RINGWOOD, Major, OK
Built 2002 Load: 39.9 t ADT: 125
U.S. 64
FairOver: DIRTY CREEK
15.2 MI S JCT US 62B, Muskogee, OK
Built 1985 Load: 39.9 t ADT: 5,400
S.H. 56
FairOver: GREENLEAF CREEK
6.3 MI E SEMINOLE CO, Okfuskee, OK
Built 1996 Load: 39.9 t ADT: 950
E1060
FairOver: FIFTYTWO CREEK
1.8 S; 1.8 W OF PADEN, Okfuskee, OK
Built 2014 Load: 39.9 t ADT: 100
I-40 WB TO I-35 NB
FairOver: N. CANADIAN RIVER
.25E I-35/I-40 FT. SMITH, Oklahoma, OK
Built 2003 Load: 39.9 t ADT: 19,175
68TH ST. (E0670)
FairOver: CIMARRON RIVER
68TH\MT.VERNON RD INTR, Payne, OK
Built 1989 Load: 39.9 t ADT: 600
6228C
FairOver: CREEK
3.6 N OF DOLBURG, Pontotoc, OK
Built 2003 Load: 39.9 t ADT: 125
6228C
FairOver: CREEK
3.6 N & 2.3 W OF ROFF, Pontotoc, OK
Built 1996 Load: 39.9 t ADT: 125
E1360
FairOver: BRUNO CREEK
2 S & 3.8 E OF ST LOUIS, Pottawatomie, OK
Built 2005 Load: 39.9 t ADT: 50
E1250
FairOver: CREEK
.7 S & .9 E OF HARJO, Pottawatomie, OK
Built 2006 Load: 39.9 t ADT: 50
6732C
FairOver: CREEK
3.5 N & 4.0 W OF SASAKWA, Seminole, OK
Built 1986 Load: 39.9 t ADT: 100
E1610
FairOver: CREEK
5.7 MI W US 81, Stephens, OK
Built 1985 Load: 39.9 t ADT: 50
E1860
FairOver: DRY CREEK
3.S153 2.7W US81, Stephens, OK
Built 1987 Load: 39.9 t ADT: 200
E1690
FairOver: CREEK
8.3W 2.S 81 & 7, Stephens, OK
Built 1998 Load: 39.9 t ADT: 50
FAS 7105
FairOver: LITTLE DEEP RED CREEK
5.2 MI E S HOLLISTER, Tillman, OK
Built 1995 Load: 39.9 t ADT: 50
E0645(56TH ST.S)
FairOver: CREEK
56TH S. .3E 145TH W. AVE., Tulsa, OK
Built 1940 Load: 39.9 t ADT: 1,000
Showing 10,501-10,550 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.