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
N3510
FairOver: FOUR MILE CREEK
6.6 S OF AVERY, Lincoln, OK
Built 2008 Load: 61.7 t ADT: 100
E0380
FairOver: CREEK
.1E 5.N 2.6E OF MENO, Major, OK
Built 1990 Load: 61.7 t ADT: 50
VFW RD.
FairOver: CREEK
VFW RD\FAIRGNDS RD .9E, Payne, OK
Built 2001 Load: 61.7 t ADT: 50
N3510
FairOver: SPRING BROOK CREEK
.3 N & 1 E OF PICKETT, Pontotoc, OK
Built 1998 Load: 61.7 t ADT: 100
N4350
FairOver: MILL CREEK
0.6 MI W OF CLOUDY, Pushmataha, OK
Built 1950 Load: 61.7 t ADT: 100
N2280
FairOver: CREEK
4S 1E 2.6S OF TEGARDEN, Woods, OK
Built 2011 Load: 61.7 t ADT: 40
E1300
FairOver: CREEK
.3E .5S .2E OF BLANCHARD, McClain, OK
Built 1990 Load: 61.8 t ADT: 100
S.H. 165 FRTG RD.
FairOver: WEB CREEK
2 MI S JCT US 62, Muskogee, OK
Built 1969 Load: 62.0 t ADT: 4,350
I-35
FairOver: CREEK
5.2 MI S CLEV. C/L, McClain, OK
Built 1959 Load: 62.1 t ADT: 36,300
I-35
FairOver: CREEK
4.4 MI S CLEV. C/L, McClain, OK
Built 1959 Load: 62.1 t ADT: 36,300
U.S. 177
FairOver: CREEK
7.0 MI N PONTOTOC C0, Pottawatomie, OK
Built 1971 Load: 62.1 t ADT: 4,700
N3010
FairOver: CREEK
3.8S 2.5W .3S OF CRESCENT, Logan, OK
Built 1996 Load: 62.4 t ADT: 25
E1620
FairOver: CREEK
E1620N2770007, Stephens, OK
Built 1998 Load: 62.4 t ADT: 100
BATEMAN ROAD
FairOver: MEDICINE CREEK
FORT SILL ARMY POST, Comanche, OK
Built 1953 Load: 62.5 t ADT: 1,200
N3340
FairOver: CREEK
4W .9N OF SH199/US177, Carter, OK
Built 1996 Load: 62.6 t ADT: 100
ETOWAH RD
FairOver: SPRING CREEK
0.1 E 180TH AVE SE, Cleveland, OK
Built 1997 Load: 62.6 t ADT: 100
E1770
FairOver: CREEK
3.3 W 2 N of MIDWAY, Coal, OK
Built 2019 Load: 62.6 t ADT: 100
N2830
FairOver: DUEL CREEK
2W 1.6N OF SH 11/SH11A, Grant, OK
Built 1996 Load: 62.6 t ADT: 24
N3790
FairOver: GRAVES CREEK
4.3 S 1.3 W OF WETUMKA, Hughes, OK
Built 2015 Load: 62.6 t ADT: 100
E0170
FairOver: THOMPSON CREEK
3S 2.3W OF SH11/I-35, Kay, OK
Built 2008 Load: 62.6 t ADT: 100
IRR E0260
FairOver: CREEK
4S; 1.1W OF US60/I-35, Kay, OK
Built 2011 Load: 62.6 t ADT: 100
N2710
FairOver: CREEK
.9N OF ALTONA, Kingfisher, OK
Built 1950 Load: 62.6 t ADT: 24
E0600
FairOver: CREEK
1W OF ORLANDO, Logan, OK
Built 2004 Load: 62.6 t ADT: 100
68TH ST.
FairOver: LONG BRANCH CREEK
68TH ST\W. POINT .4E, Payne, OK
Built 1996 Load: 62.6 t ADT: 250
E1170
FairOver: CREEK
1 S & .2 E OF NEAL, Pottawatomie, OK
Built 1950 Load: 62.6 t ADT: 100
N3560
FairOver: CREEK
1.3 S OF VAMOOSA, Seminole, OK
Built 1939 Load: 62.6 t ADT: 100
E0578(DAWSON RD.)
FairOver: COAL CREEK
4600 E DAWSON ROAD, Tulsa, OK
Built 1940 Load: 62.6 t ADT: 11,500
N2380
FairOver: CREEK
6W 9.5S U.S. 64/U.S. 281, Woods, OK
Built 2006 Load: 62.6 t ADT: 24
N2298
FairOver: YELLOWSTONE CREEK
14W OF ALVA 12.5N U.S 64, Woods, OK
Built 2007 Load: 62.6 t ADT: 24
N1980
FairOver: CREEK
2.E 2.3N OF W.W.AIRFIELD, Woodward, OK
Built 1990 Load: 62.6 t ADT: 25
U.S. 69
FairOver: CREEK
15.37 N JCT SH-7, Atoka, OK
Built 1939 Load: 62.7 t ADT: 14,700
145TH ST.
FairOver: CREEK
.7E 145TH ST./RANGE RD., Payne, OK
Built 2004 Load: 62.9 t ADT: 200
N2840
FairOver: CREEK
1.2S OF SH29, Stephens, OK
Built 2001 Load: 62.9 t ADT: 150
IRR E1460
FairOver: CREEK
1.3E OF US277, Caddo, OK
Built 2003 Load: 63.0 t ADT: 100
S.H. 56
FairOver: CREEK
5.3 MI N JCT SH 9/2.7S99A, Seminole, OK
Built 1918 Load: 63.0 t ADT: 1,200
E1750
FairOver: EAST COW CREEK
2.6E OF U.S. 81, Stephens, OK
Built 2013 Load: 63.0 t ADT: 50
E0380
FairOver: CREEK
5S .1E OF MCWILLIE, Alfalfa, OK
Built 2008 Load: 63.5 t ADT: 100
E1130
FairOver: CREEK
6. N 3.4 E OF SAYRE, Beckham, OK
Built 1960 Load: 63.5 t ADT: 25
1010C
FairOver: WHISKEY CREEK
4.S 1.2 W OF SH 76-SH53 W, Carter, OK
Built 1992 Load: 63.5 t ADT: 1,198
E0970
FairOver: CREEK
5.5E & 2N OF ARAPAHO, Custer, OK
Built 1988 Load: 63.5 t ADT: 25
E0950
FairOver: CREEK
.9W.;4.2N. OF ARAPAHO, Custer, OK
Built 1993 Load: 63.5 t ADT: 25
N2910
FairOver: WILD HORSE CREEK
1E 1.1N OF CL/US 81, Grant, OK
Built 2017 Load: 63.5 t ADT: 24
E0580
FairOver: CREEK
2.5E 5.S .3E OF AMES, Major, OK
Built 1988 Load: 63.5 t ADT: 25
NW 36TH ST
FairOver: CREEK
.3E OF N MAY AVENUE, Oklahoma, OK
Built 1951 Load: 63.5 t ADT: 11,300
E0940 (NW 178 ST)
FairOver: WALNUT CREEK
.9E OF COUNCIL ON NW178, Oklahoma, OK
Built 1982 Load: 63.5 t ADT: 2,600
E0580(RICHMOND RD)
FairOver: LITTLE STILLWATER CREEK
4.8E 1N OF US177/AIRPORT, Payne, OK
Built 2013 Load: 63.5 t ADT: 50
I-40
FairOver: CREEK
7 MI E OK C/L, Pottawatomie, OK
Built 1961 Load: 63.5 t ADT: 34,400
6712C
FairOver: CREEK
4 S & 2.6 W OF LITTLE, Seminole, OK
Built 1993 Load: 63.5 t ADT: 750
E 0190
FairOver: CREEK
45 1.2 E OF TE GARDEN, Woods, OK
Built 2004 Load: 63.5 t ADT: 200
U.S. 64
FairOver: GRAVEYARD BRANCH CREEK
5.44 E JCT SH-10, Sequoyah, OK
Built 1961 Load: 63.8 t ADT: 1,300
Showing 11,851-11,900 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.