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
E0130
FairOver: DUCK CREEK
.5E 4.1S OF PECKHAM, Kay, OK
Built 2008 Load: 59.9 t ADT: 50
N2780
FairOver: CREEK
4W .1N OF OKARCHE, Kingfisher, OK
Built 2001 Load: 59.9 t ADT: 175
N2700
FairOver: CREEK
3S 1W .7S OF MENO, Major, OK
Built 2005 Load: 59.9 t ADT: 31
E0480
FairOver: CREEK
.1N .1W OF LELA, Noble, OK
Built 2014 Load: 59.9 t ADT: 81
LAKEVIEW RD(E0600)
FairOver: EAGLE CREEK
1S 1.3W OF QUAY, Payne, OK
Built 2002 Load: 59.9 t ADT: 25
E0600
FairOver: CREEK
3MI.N&2.4MI.E OF INGALLS, Payne, OK
Built 2005 Load: 59.9 t ADT: 50
U.S. 270
FairOver: CREEK
13.1 MI.E. JCT. SH23, Beaver, OK
Built 1932 Load: 60.0 t ADT: 2,000
S.H. 3
FairOver: CREEK
0.7 MI.E. JCT. US 83, Beaver, OK
Built 1936 Load: 60.0 t ADT: 2,500
S.H. 3
FairOver: CREEK
1.5 MI.E. JCT. US 83, Beaver, OK
Built 1936 Load: 60.0 t ADT: 2,500
U.S. 270
FairOver: CREEK
4.0 MI. E. BLAINE CO, Canadian, OK
Built 1929 Load: 60.0 t ADT: 800
U.S. 270
FairOver: CREEK
1.2 MI E JCT US 75, Hughes, OK
Built 1936 Load: 60.0 t ADT: 2,900
U.S. 270
FairOver: COAL CREEK
6.5 MI E JCT US 75, Hughes, OK
Built 1936 Load: 60.0 t ADT: 3,000
S.H. 1
FairOver: CREEK
9.02 E JCT SH-2, Latimer, OK
Built 1935 Load: 60.0 t ADT: 2,300
S.H. 99
FairOver: CREEK
3.83 NE JCT US-70, Marshall, OK
Built 1932 Load: 60.0 t ADT: 2,000
U.S. 169
FairOver: VINEGER CREEK
18.3 MI N JCT US 60, Nowata, OK
Built 1962 Load: 60.0 t ADT: 5,700
N3510
FairOver: ARKANSAS RIVER TRIB.
.9W .2N OF RALSTON, Pawnee, OK
Built 2010 Load: 60.0 t ADT: 100
E0570 VFW RD
FairOver: CREEK
VFW RD/ROSE RD .8E, Payne, OK
Built 2019 Load: 60.0 t ADT: 75
S.H. 56
FairOver: CREEK
IN SASAKWA, Seminole, OK
Built 1935 Load: 60.0 t ADT: 1,300
S.H. 8
FairOver: CREEK
1.9 S US62 ANADARKO, Caddo, OK
Built 1957 Load: 60.1 t ADT: 2,800
S.H. 101
FairOver: MISSION BRANCH CREEK
18.55 E JCT US-59, Sequoyah, OK
Built 1974 Load: 60.2 t ADT: 380
U.S. 81
FairOver: CREEK
0.6 MI W SH19, Grady, OK
Built 1958 Load: 60.3 t ADT: 8,500
E1880
FairOver: CREEK
5.5S 2.1W OF JCT US81/SH5, Stephens, OK
Built 2014 Load: 60.3 t ADT: 50
VANDAMENT AVE
FairOver: CREEK
.6E OF SH 92, Canadian, OK
Built 1965 Load: 60.4 t ADT: 10,832
E1670
FairOver: CREEK
E1670N2950005, Stephens, OK
Built 1988 Load: 60.4 t ADT: 140
E0050
FairOver: CREEK
3N .9E OF BURLINGTON, Alfalfa, OK
Built 2017 Load: 60.8 t ADT: 100
N2270
FairOver: CREEK
1.5W.& 1.0.S. OF CLINTON, Custer, OK
Built 1994 Load: 60.8 t ADT: 25
E0490
FairOver: CREEK
2.4W OF COVINGTON, Garfield, OK
Built 1972 Load: 60.8 t ADT: 100
E0540
FairOver: HELL AND GONE CREEK
26N 4.3W OF BISON, Garfield, OK
Built 2003 Load: 60.8 t ADT: 25
E0500
FairOver: CREEK
.6N 6.9E OF WAUKOMIS, Garfield, OK
Built 2012 Load: 60.8 t ADT: 25
E1260
FairOver: CREEK
1. S .3 E OF DUTTON1, Grady, OK
Built 1995 Load: 60.8 t ADT: 100
E1460
FairOver: POND CREEK
4S; .3E OF ATWOOD, Hughes, OK
Built 2010 Load: 60.8 t ADT: 50
E0200
FairOver: COON CREEK
6S 3.9E OF KILDARE, Kay, OK
Built 1940 Load: 60.8 t ADT: 75
E0130
FairOver: SPRING CREEK
1N 1.9W OF KILDARE, Kay, OK
Built 2015 Load: 60.8 t ADT: 50
N2720
FairOver: CREEK
2.5E 4.2S OF OMEGA, Kingfisher, OK
Built 2008 Load: 60.8 t ADT: 50
E0580 RICHMOND RD
FairOver: CREEK
RICHMOND/DIAMND VY .6E, Payne, OK
Built 2000 Load: 60.8 t ADT: 75
AIRPORT RD.
FairOver: EAGLE CREEK
.8E AIRPORT RD/RIVERSIDE, Payne, OK
Built 2004 Load: 60.8 t ADT: 50
N3510
FairOver: CREEK
2.9N .9E OF MAUD, Seminole, OK
Built 2013 Load: 60.8 t ADT: 24
FAU 8260 (51ST STR
FairOver: FORD CREEK
11300 E. 51ST ST., Tulsa, OK
Built 1990 Load: 60.8 t ADT: 16,000
7428C
FairOver: SOUTH FORK CREEK
13.5S.&1.5W.OF JCT 75&60, Washington, OK
Built 1944 Load: 60.8 t ADT: 266
S.H. 11
FairOver: CREEK
2.6 MI W JCT SH 74, Grant, OK
Built 1932 Load: 61.0 t ADT: 1,300
560
FairOver: TRIBUTARY OF CRUTCHFIEL
.2W .4N .5W LOCUST GROVE, Mayes, OK
Built 2000 Load: 61.0 t ADT: 100
I-40 WB
FairOver: WOLF CREEK
2.2 W JCT US-64, Sequoyah, OK
Built 1964 Load: 61.2 t ADT: 9,900
I-40 EB
FairOver: WOLF CREEK
2.2 W JCT US-64, Sequoyah, OK
Built 1964 Load: 61.2 t ADT: 9,250
S.H. 34
FairOver: CREEK
8.4 MI N DEWEY C/L, Woodward, OK
Built 1932 Load: 61.2 t ADT: 1,900
U.S. 70
FairOver: CREEK
3.7 MI E JCT US81, Jefferson, OK
Built 1932 Load: 61.3 t ADT: 1,200
FAU 388 (FOREMAN)
FairOver: CREEK
6.8E OF U.S. 81, Canadian, OK
Built 2004 Load: 61.5 t ADT: 100
E0300
FairOver: CREEK
10E 3S .5E OF ELMWOOD, Beaver, OK
Built 2018 Load: 61.7 t ADT: 100
N3120
FairOver: CREEK
2E 1.1N OF US70&SH76N, Carter, OK
Built 2003 Load: 61.7 t ADT: 450
N2220
FairOver: EAST BARNITZ CREEK
4W.;2.5N. OF SUNSET, Custer, OK
Built 1994 Load: 61.7 t ADT: 50
E0190
FairOver: TURKEY CREEK
2E 5S .6E OF KILDARE, Kay, OK
Built 2008 Load: 61.7 t ADT: 100
Showing 11,801-11,850 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.