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
E0188
FairOver: CREEK
2.5S & 2.5E OF WYANDOTTEE, Ottawa, OK
Built 1940 Load: 12.1 t ADT: 100
6653C
FairOver: CREEK
0.2 MI N OF E0460, Rogers, OK
Built 1938 Load: 12.1 t ADT: 200
E0270
FairOver: CREEK
3N 2.6W OF CARMEN, Alfalfa, OK
Built 1956 Load: 12.2 t ADT: 100
N3740
FairOver: EAST FORK SANDY CREEK
6E 1.8S OF GYPSIE, Creek, OK
Built 1993 Load: 12.2 t ADT: 100
5124C/ N4390
FairOver: CREEK
0.8 MI S OF BRAGGS, Muskogee, OK
Built 1939 Load: 12.2 t ADT: 100
E1065 (N 4TH ST
FairOver: CHERRY CREEK
.2E OF SUNNYLN ON NE4TH, Oklahoma, OK
Built 1972 Load: 12.2 t ADT: 4,000
N3070 N WESTERN AV
FairOver: CHISHOLM CREEK
.5S OF NW192ND, Oklahoma, OK
Built 2003 Load: 12.2 t ADT: 3,250
IRR 5604C
FairOver: CREEK
6.7 NE SH16, Okmulgee, OK
Built 1939 Load: 12.2 t ADT: 150
IRR N4460
FairOver: ELM CREEK
2.E 1.4N OF MIAMI, Ottawa, OK
Built 1941 Load: 12.2 t ADT: 100
N4670
FairOver: CREEK
4.5 E .8 S OF SALLISAW, Sequoyah, OK
Built 1940 Load: 12.2 t ADT: 400
E1400
FairOver: CREEK
5. N .4 W OF SH 19, Caddo, OK
Built 1940 Load: 12.3 t ADT: 50
FAS 3118
FairOver: JACKSON CREEK
6N;.5W OF STIGLER, Haskell, OK
Built 1963 Load: 12.3 t ADT: 300
N3010
FairOver: N. FORK WALNUT CREEK
.5N 1.3E 2N OF BLANCHARD, McClain, OK
Built 1988 Load: 12.4 t ADT: 100
1168C/ E0680
FairOver: CREEK
0.4 MI SE OF SH 10, Cherokee, OK
Built 1928 Load: 12.5 t ADT: 100
E1140
FairOver: CREEK
.5N 4.4E OF PORUM, Muskogee, OK
Built 2013 Load: 12.5 t ADT: 50
NW 50TH ST.
FairOver: BLUFF CREEK
W OF COUNCIL, Oklahoma, OK
Built 1944 Load: 12.5 t ADT: 1,025
FAS 5628
FairOver: CREEK
0.1 NW I-40, Okmulgee, OK
Built 1950 Load: 12.5 t ADT: 450
E0695
FairOver: PUMPKIN HOLLOW CREEK
10.6S & 0.7W OF NE CO COR, Cherokee, OK
Built 1995 Load: 12.6 t ADT: 50
D4710
FairOver: BIG EAGLE CREEK
1.2 S 1. W OF SMITHVILLE, McCurtain, OK
Built 1940 Load: 12.6 t ADT: 40
N2580
FairOver: WEST CLAY CREEK TRIB.
.5E .5S OF LAMBERT, Alfalfa, OK
Built 1937 Load: 12.7 t ADT: 25
E0270
FairOver: CREEK
3S 1.2E OF JET, Alfalfa, OK
Built 2000 Load: 12.7 t ADT: 100
E0290
FairOver: CREEK
5S; .9E OF US64/SH8, Alfalfa, OK
Built 2010 Load: 12.7 t ADT: 100
N2680
FairOver: SPRING CREEK
5.E 2.S OF OKEENE, Blaine, OK
Built 1960 Load: 12.7 t ADT: 100
N4430
FairOver: CREEK
1.4 E 1.6 S OF HULBERT, Cherokee, OK
Built 1939 Load: 12.7 t ADT: 60
IRR N2660
FairOver: CREEK
2W 2.2N SH7 SH65, Comanche, OK
Built 2022 Load: 12.7 t ADT: 75
E0400
FairOver: SAND CREEK
.4E 2.7S 2.3E OF CARRIER, Garfield, OK
Built 1968 Load: 12.7 t ADT: 50
E0460
FairOver: SPRING CREEK
.3E 3.3N 3.8E OF DRUMMOND, Garfield, OK
Built 1977 Load: 12.7 t ADT: 100
E0290
FairOver: CREEK
2. N .3 E OF HILLSDALE, Garfield, OK
Built 1973 Load: 12.7 t ADT: 100
2604C
FairOver: CREEK
.5 N 2.8 E OF POCASSET, Grady, OK
Built 1930 Load: 12.7 t ADT: 330
2602C
FairOver: CREEK
3 MI N 4 E OF DUTTON, Grady, OK
Built 1939 Load: 12.7 t ADT: 100
N2780
FairOver: TONY HOLLOW CREEK
3.6S OF US62; 6W OF US81, Grady, OK
Built 1988 Load: 12.7 t ADT: 50
2640C
FairOver: CREEK
2.5 E 2.3 MI N COX CIT, Grady, OK
Built 1989 Load: 12.7 t ADT: 77
2624C
FairOver: LAFLIN CREEK
.5 N 2.7 MI E ALEX, Grady, OK
Built 1989 Load: 12.7 t ADT: 138
N2900
FairOver: MIDDLE ROARING CREEK
8. E 5.6 N OF US 81 -SH17, Grady, OK
Built 1991 Load: 12.7 t ADT: 50
E0015
FairOver: CREEK
.6E OF MANCHESTER, Grant, OK
Built 1935 Load: 12.7 t ADT: 50
N3070
FairOver: CREEK
.3N 1.2E .9N OF LAMONT, Grant, OK
Built 1998 Load: 12.7 t ADT: 100
E1530
FairOver: IRRIGATION CANAL
1 N 0.8 E OF BLAIR, Jackson, OK
Built 1940 Load: 12.7 t ADT: 60
E1750
FairOver: PENNINGTON CREEK
5 N & .9 E OF MILL CREEK, Johnston, OK
Built 1993 Load: 12.7 t ADT: 24
E2950
FairOver: CREEK
2.9N 10.5E OF SH33/US81, Kingfisher, OK
Built 1960 Load: 12.7 t ADT: 50
N2900
FairOver: LYON CREEK
3.5E 2.2N OF US81 & SH51, Kingfisher, OK
Built 1998 Load: 12.7 t ADT: 25
E1340
FairOver: LITTLE ELK CREEK
4. N .6 W OF HOBART, Kiowa, OK
Built 1992 Load: 12.7 t ADT: 100
N3390
FairOver: QUAPAW CREEK
2E 1.7N OF JACKTOWN, Lincoln, OK
Built 1935 Load: 12.7 t ADT: 100
N3500
FairOver: CREEK
.3W 1.7S OF DAVENPORT, Lincoln, OK
Built 2001 Load: 12.7 t ADT: 150
N3060
FairOver: CREEK
2E 6.2S OF SH74/SH33, Logan, OK
Built 1941 Load: 12.7 t ADT: 400
FAU 3540 (COLLEGE
FairOver: COTTONWOOD CREEK
.4N .1W OF SH33 & US77, Logan, OK
Built 1950 Load: 12.7 t ADT: 1,000
E0460
FairOver: W BRANCH BARNEY CREEK
9N 1E OF ORION, Major, OK
Built 1988 Load: 12.7 t ADT: 100
E0830
FairOver: CREEK
E0830N4400007, Muskogee, OK
Built 1938 Load: 12.7 t ADT: 100
N4270
FairOver: CREEK
2.3N .5E OF SUMMIT, Muskogee, OK
Built 2009 Load: 12.7 t ADT: 200
N3190
FairOver: CREEK
2W 2.5S OF CERES, Noble, OK
Built 1958 Load: 12.7 t ADT: 25
5634C
FairOver: CREEK
0.8 E US75 1.0 N I-40, Okmulgee, OK
Built 1939 Load: 12.7 t ADT: 700
Showing 2,501-2,550 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.
| Publisher | Kiznis Studio |
| Sources | FHWA National Bridge Inventory, public U.S. government datasets |