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. 270
FairOver: CREEK
11.32 E LATIMER C/L, Le Flore, OK
Built 1970 Load: 67.1 t ADT: 5,600
E0350
FairOver: CREEK
.2N .2W OF BILLINGS, Noble, OK
Built 1994 Load: 67.1 t ADT: 50
N3190
FairOver: CREEK
.5E 2.7S JCT I-35/US77, Noble, OK
Built 2006 Load: 67.1 t ADT: 100
IRR E0390
FairOver: CREEK
2S 1.1E OF CERES, Noble, OK
Built 2014 Load: 67.1 t ADT: 24
N3470
FairOver: CREEK
3.7 N OF OIL CENTER, Pontotoc, OK
Built 1993 Load: 67.1 t ADT: 40
N2200
FairOver: CREEK
1E .1N OF CAMP HOUSTON, Woods, OK
Built 2006 Load: 67.1 t ADT: 31
U.S. 59
FairOver: KANSAS CITY SOUTHERN R.R
12.24 MI N SEQUOYAH CO, Adair, OK
Built 1998 Load: 67.7 t ADT: 8,000
U.S. 62
FairOver: BNSF R.R. UNDER
11.18 N JCT I-40, Okmulgee, OK
Built 1990 Load: 67.7 t ADT: 8,050
S.H. 165 FTRG RD.
FairOver: WEB CREEK
2 MI S JCT US 62, Muskogee, OK
Built 1969 Load: 67.9 t ADT: 4,350
N3750
FairOver: JOHNSON CREEK
.5N 2.5W OF ARMSTRONG, Bryan, OK
Built 2004 Load: 68.0 t ADT: 50
E0080
FairOver: POLECAT CREEK
6N 3.2E OF SH11/US81, Grant, OK
Built 2015 Load: 68.0 t ADT: 24
N3350
FairOver: CREEK
1 E .5 N OF FOWLER, Lincoln, OK
Built 1987 Load: 68.0 t ADT: 100
IRR N4670
FairOver: WARREN BRANCH
10E 2.5N OF MIAMI, Ottawa, OK
Built 2017 Load: 68.0 t ADT: 100
N3450
FairOver: CREEK
W. POINT RD; 19TH ST. .2S, Payne, OK
Built 2011 Load: 68.0 t ADT: 100
N3430
FairOver: BOX CREEK
.5 S & 1.5 E OF ROMULUS, Pottawatomie, OK
Built 1994 Load: 68.0 t ADT: 100
E0040
FairOver: CREEK
4N .6E OF SH11/US281, Woods, OK
Built 1937 Load: 68.0 t ADT: 50
E0430
FairOver: TURKEY CREEK
3.S 2.9W OF W.W.AIRFIELD, Woodward, OK
Built 1990 Load: 68.0 t ADT: 24
E0350
FairOver: CREEK
.6N.3W3N.1W OF QUINLAN, Woodward, OK
Built 1997 Load: 68.0 t ADT: 50
U.S. 64 / U.S. 412
FairOver: CREEK
5.7 MI E JCT US 81, Garfield, OK
Built 1964 Load: 68.3 t ADT: 8,200
E1760
FairOver: CREEK
2.2E 1.N SH 7 IN VELMA, Stephens, OK
Built 1997 Load: 68.4 t ADT: 50
S.H. 10
FairOver: CREEK
6. MI N DELAWARE CO, Ottawa, OK
Built 1944 Load: 68.6 t ADT: 3,800
6438C
FairOver: TEN MILE CREEK
1.1 MI S OF MILLER, Pushmataha, OK
Built 1985 Load: 68.6 t ADT: 100
S.H. 51 A
FairOver: CREEK
0.1 MI N BLAINE C/L, Major, OK
Built 1967 Load: 68.7 t ADT: 630
E1380
FairOver: CREEK
1.1S2.3W1N .1W OF PURCELL, McClain, OK
Built 1989 Load: 68.7 t ADT: 100
TURNER TP (I-44)
FairOver: SAND CREEK
61.1 MI N E JCT I-35, Creek, OK
Built 1953 Load: 68.9 t ADT: 23,500
N2260
FairOver: CREEK
4.9N. .8W. OF ARAPAHO, Custer, OK
Built 1990 Load: 68.9 t ADT: 25
E0980
FairOver: CREEK
.5 W 1.2 N OF ARAPAHO, Custer, OK
Built 1989 Load: 68.9 t ADT: 50
E1240
FairOver: CREEK
6.8E 5S JCT SH92, Grady, OK
Built 2000 Load: 68.9 t ADT: 100
E0220
FairOver: CREEK
.3N .6W OF LAMONT, Grant, OK
Built 2006 Load: 68.9 t ADT: 167
N2840
FairOver: CROOKED CREEK
1.4W 1.9N OF WAKITA, Grant, OK
Built 2007 Load: 68.9 t ADT: 50
E0242
FairOver: CREEK
4E 11.2S .5W OF BUFFALO, Harper, OK
Built 2017 Load: 68.9 t ADT: 100
E0060
FairOver: CREEK
5N 2.75W OF BUFFALO, Harper, OK
Built 2017 Load: 68.9 t ADT: 25
N2900
FairOver: CLEAR CREEK
8E 1.9N OF OKARCHE, Kingfisher, OK
Built 2004 Load: 68.9 t ADT: 25
N3400
FairOver: EAST FORK CREEK
1 E & 3.8 N OF TRYON, Lincoln, OK
Built 2003 Load: 68.9 t ADT: 100
N3360
FairOver: CREEK
1 W 2.8 N OF JACKTOWN, Lincoln, OK
Built 2016 Load: 68.9 t ADT: 100
CLAY RD. (N3460)
FairOver: CREEK
CLAY RD\LAKEVIEW RD.1S, Payne, OK
Built 1996 Load: 68.9 t ADT: 100
N3550
FairOver: CREEK
1.1S 5E JCT 18/33, Payne, OK
Built 2011 Load: 68.9 t ADT: 50
E1727 (CEDAR AVE)
FairOver: CREEK
1.2E OF U.S. 81, Stephens, OK
Built 2009 Load: 68.9 t ADT: 300
E0130
FairOver: CREEK
2.3N 2.3W OF DEWEY, Washington, OK
Built 2005 Load: 68.9 t ADT: 950
N3220
FairOver: CREEK
1.0 E.; 4.9 N.; BRADY, Garvin, OK
Built 2003 Load: 69.1 t ADT: 100
N3020
FairOver: PAWNEE CREEK
.3S 2.W OF SH 33/SH 74, Logan, OK
Built 1990 Load: 69.1 t ADT: 50
E1440
FairOver: CREEK
3.3E .6N OF WAYNE, McClain, OK
Built 2009 Load: 69.5 t ADT: 100
S.H. 31
FairOver: CREEK
9.8 MI NE US75, Coal, OK
Built 1937 Load: 69.9 t ADT: 490
N2420
FairOver: CREEK
8. N 1. E WEATHERFORD, Custer, OK
Built 1990 Load: 69.9 t ADT: 100
E0910
FairOver: CREEK
7.5 E 2. N CUSTER CITY, Custer, OK
Built 1989 Load: 69.9 t ADT: 25
N3690
FairOver: CREEK
1 W 1 S of COLEMEN, Johnston, OK
Built 2018 Load: 69.9 t ADT: 100
E0600
FairOver: LYON CREEK
6.5E 2.N .4E OF US81/SH51, Kingfisher, OK
Built 1997 Load: 69.9 t ADT: 50
E0620
FairOver: LITTLE TURKEY CREEK
.5E HENNESSY .5S US 51, Kingfisher, OK
Built 2015 Load: 69.9 t ADT: 50
E0830
FairOver: CREEK
3S 11.5E of US81/SH33, Kingfisher, OK
Built 2016 Load: 69.9 t ADT: 50
N2530
FairOver: GYPSUM CREEK
1W 1.2N OF FAIRVIEW, Major, OK
Built 2011 Load: 69.9 t ADT: 75
Showing 11,951-12,000 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.