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
S.H. 10
FairOver: PEAVINE CREEK
12.8 MI N US62, Cherokee, OK
Built 1985 Load: 57.2 t ADT: 1,400
S.H. 46
FairOver: CREEK
11.6 MI N SH15, Ellis, OK
Built 1918 Load: 57.2 t ADT: 170
U.S. 283
FairOver: CREEK
7.2 MI N US60, Ellis, OK
Built 1933 Load: 57.2 t ADT: 2,300
N3050
FairOver: SPRING CREEK
.3N .8E .1N OF LAMONT, Grant, OK
Built 2017 Load: 57.2 t ADT: 24
3208C
FairOver: GREASY CREEK
5.2 N & .8 W OF LAMAR, Hughes, OK
Built 1974 Load: 57.2 t ADT: 100
N3340
FairOver: CREEK
3.1S OF KILGORE, Kay, OK
Built 1995 Load: 57.2 t ADT: 750
N3150
FairOver: DOE CREEK
2.7E 3.8N OF SH11/I-35, Kay, OK
Built 2012 Load: 57.2 t ADT: 24
N3180
FairOver: CREEK
.5E 1.9S OF I-35/US 177, Kay, OK
Built 2014 Load: 57.2 t ADT: 50
N3270
FairOver: DUCK CREEK
7W 1.2S of KILDARE, Kay, OK
Built 2016 Load: 57.2 t ADT: 50
N2880
FairOver: LYON CREEK
1.5N 1.5E .8N OF HENNESSE, Kingfisher, OK
Built 2003 Load: 57.2 t ADT: 25
N2960
FairOver: LYON CREEK
9.5E; .7N OF US81/SH51, Kingfisher, OK
Built 2007 Load: 57.2 t ADT: 50
N2530
FairOver: CREEK
1W 1.2S OF FAIRVIEW, Major, OK
Built 1995 Load: 57.2 t ADT: 50
BURRIS RD.
FairOver: CREEK
VFW RD\PRAIRIE RD .9E, Payne, OK
Built 2001 Load: 57.2 t ADT: 50
N3520
FairOver: CREEK
2W & 2.6 N OF YALE, Payne, OK
Built 2005 Load: 57.2 t ADT: 100
E1640
FairOver: CREEK
2 S & 1.6 E OF FITZHUGH, Pontotoc, OK
Built 2011 Load: 57.2 t ADT: 100
N3390
FairOver: SOUTH QUAPAW CREEK
.1 N & 2 E OF HAZEL DELL, Pottawatomie, OK
Built 1998 Load: 57.2 t ADT: 100
U.S. 270
FairOver: CREEK
7.5 MI.W. HARPER CL, Beaver, OK
Built 1932 Load: 57.3 t ADT: 2,000
S.H. 2
FairOver: CREEK
13.77 N PUSHMATAHA C/L, Latimer, OK
Built 1932 Load: 57.3 t ADT: 820
93RD ST. N.
FairOver: ROCK CREEK
7 MILES S.W. OF SKIATOOK, Osage, OK
Built 1991 Load: 57.4 t ADT: 128
U.S. 81
FairOver: UP R.R. UNDER
19.7 MI N US62, Grady, OK
Built 1976 Load: 57.5 t ADT: 4,900
U.S. 60
FairOver: CREEK
12.1 MI E JCT I 35, Kay, OK
Built 1969 Load: 57.5 t ADT: 2,400
E1130
FairOver: CREEK
4.7N .8W OF U.S.81, Caddo, OK
Built 2007 Load: 57.7 t ADT: 100
I-40
FairOver: CREEK
10.7 MI E C/L, Muskogee, OK
Built 1967 Load: 57.7 t ADT: 17,500
S.H. 51
FairOver: FIFE CREEK TRIB.
3.3 MI E JCT SH-72, Wagoner, OK
Built 1955 Load: 57.7 t ADT: 8,200
VFW RD. (E0570)
FairOver: CREEK
VFW RD\RIPLEY RD .1E, Payne, OK
Built 2004 Load: 57.9 t ADT: 75
S.H. 66
FairOver: CREEK
19.3 MI NE JCT SH 48, Creek, OK
Built 1952 Load: 58.0 t ADT: 10,000
U.S. 64 / U.S. 412
FairOver: CREEK
5.9 MI E JCT US 81, Garfield, OK
Built 1964 Load: 58.0 t ADT: 9,300
E1730
FairOver: CREEK
6S&5.8W OF JCT SH7&SH65, Comanche, OK
Built 2000 Load: 58.1 t ADT: 156
IRR N4390
FairOver: ELM CREEK
1N of VINITA, Craig, OK
Built 2017 Load: 58.1 t ADT: 100
FAS 2013
FairOver: CREEK
8. N .5 E WEATHERFORD, Custer, OK
Built 1973 Load: 58.1 t ADT: 125
E0300
FairOver: CREEK
2N 1.7E OF KREMLIN, Garfield, OK
Built 2017 Load: 58.1 t ADT: 20
2606C
FairOver: CREEK
6.9 E 6. S OF 92 & 37, Grady, OK
Built 1993 Load: 58.1 t ADT: 72
N2900
FairOver: CREEK
11E .4S OF MANCHESTER, Grant, OK
Built 2006 Load: 58.1 t ADT: 24
U.S. 64
FairOver: CREEK
2.2NE OF JCT US 64W/US183, Harper, OK
Built 1933 Load: 58.1 t ADT: 820
3264C
FairOver: CREEK
.4 N & 3 W OF HOLDENVILLE, Hughes, OK
Built 1990 Load: 58.1 t ADT: 740
E0680
FairOver: CREEK
5.5S 8.7E OF HENNESSEY, Kingfisher, OK
Built 2010 Load: 58.1 t ADT: 35
E0640
FairOver: LITTLE TURKEY CREEK
1.5S 1E OF HENNESSEY, Kingfisher, OK
Built 2011 Load: 58.1 t ADT: 50
E0660
FairOver: CREEK
.5S .4 N OF MULHALL, Logan, OK
Built 1980 Load: 58.1 t ADT: 100
E0390
FairOver: CREEK
4.N 6.1W OF US60 & SH58, Major, OK
Built 1988 Load: 58.1 t ADT: 100
N2570
FairOver: CREEK
.5S 3E 5.2S OF FAIRVIEW, Major, OK
Built 2000 Load: 58.1 t ADT: 25
IRR E0410
FairOver: COTTONWOOD CREEK
2.8S 2.1W OF RED ROCK, Noble, OK
Built 2011 Load: 58.1 t ADT: 24
RIPLEY RD.(N3420)
FairOver: CREEK
RIPLEY RD\RICHMOND.2S, Payne, OK
Built 2000 Load: 58.1 t ADT: 100
E0160
FairOver: EAGLE CHIEF CREEK
1S .5W OF SH14/US64, Woods, OK
Built 1992 Load: 58.1 t ADT: 24
S.H. 2
FairOver: CREEK
6.02 N PUSHMATAHA C/L, Latimer, OK
Built 1933 Load: 58.4 t ADT: 1,700
N3020
FairOver: DIBBLE CREEK
.5S .5E .3N OF DIBBLE, McClain, OK
Built 2020 Load: 58.5 t ADT: 100
WESTERN RD.(N3320)
FairOver: CREEK
WESTERN RD & 32ND .2S, Payne, OK
Built 1985 Load: 58.6 t ADT: 1,448
N4150 (INDUSTRIAL)
FairOver: CREEK
.7N OF BLUE STAR RD, Rogers, OK
Built 2012 Load: 58.6 t ADT: 1,000
MARCUS DR.(E0592)
FairOver: CREEK
MARCUS DR&JARDOT .2E, Payne, OK
Built 1999 Load: 58.7 t ADT: 50
E1720
FairOver: CREEK
4.8E 2N OF US 81/HWY 7, Stephens, OK
Built 2017 Load: 58.7 t ADT: 100
E0420 (W CHESTN
FairOver: CREEK
0.3 MI W OF OAKWOOD, Garfield, OK
Built 1990 Load: 58.8 t ADT: 4,800
Showing 11,701-11,750 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.