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
E1530
FairOver: CREEK
5N & 6.5W SH-49/SH-58, Comanche, OK
Built 1998 Load: 21.8 t ADT: 100
1606C
FairOver: CREEK
3N .3W OF JCT US277/SH17, Comanche, OK
Built 1999 Load: 21.8 t ADT: 100
N2547 (42ND ST)
FairOver: WOLF CREEK TRIB.
.2N OF LEE ON 42ND, Comanche, OK
Built 1984 Load: 21.8 t ADT: 100
S.H. 48
FairOver: POLECAT CREEK
6.1 MI N JCT SH 66, Creek, OK
Built 1967 Load: 21.8 t ADT: 1,400
N2830
FairOver: HELL AND GONE CREEK
.4S 3.5W 2.3SOF WAUKOMIS, Garfield, OK
Built 1983 Load: 21.8 t ADT: 25
N3230
FairOver: CREEK
.4 S 1.5 W PAULS VALLEY, Garvin, OK
Built 1936 Load: 21.8 t ADT: 200
N3110
FairOver: CREEK
.6 N 3. W MAYSVILLE, Garvin, OK
Built 1937 Load: 21.8 t ADT: 24
2544C
FairOver: CREEK
1 MI N 1 W EOLA, Garvin, OK
Built 1938 Load: 21.8 t ADT: 100
2544C
FairOver: CREEK
1 MI N .2 W EOLA, Garvin, OK
Built 1938 Load: 21.8 t ADT: 100
E1520
FairOver: CREEK
2.0 MI E OF ERIN SPRINGS, Garvin, OK
Built 1939 Load: 21.8 t ADT: 100
2554C
FairOver: CREEK
1.8 MI N .3 W HENNEPIN, Garvin, OK
Built 1941 Load: 21.8 t ADT: 100
2554C
FairOver: WILD HORSE CREEK O'FLOW
1.6 N .3 W OF HENNEPIN, Garvin, OK
Built 1941 Load: 21.8 t ADT: 100
2558C
FairOver: CREEK
4.0 MI. E.;1.2 MI.S.BRADY, Garvin, OK
Built 1941 Load: 21.8 t ADT: 100
2544C
FairOver: CREEK
3.7 MI E KATIE, Garvin, OK
Built 1941 Load: 21.8 t ADT: 100
2562C
FairOver: CREEK
2.2 MI N SH 29, Garvin, OK
Built 1947 Load: 21.8 t ADT: 100
2544C
FairOver: CREEK
1 MI N 1.8 E EOLA, Garvin, OK
Built 1947 Load: 21.8 t ADT: 100
2544C
FairOver: CREEK
1 MI N .9 W EOLA, Garvin, OK
Built 1947 Load: 21.8 t ADT: 100
2544C
FairOver: CREEK
.7 MI W CARVER, Garvin, OK
Built 1947 Load: 21.8 t ADT: 100
2562C
FairOver: NEGRO SANDY CREEK
1.7 MI N SH 29, Garvin, OK
Built 1947 Load: 21.8 t ADT: 100
2524C
FairOver: CREEK
1 MI N 2.9 E ANTIOCH, Garvin, OK
Built 1968 Load: 21.8 t ADT: 100
N3230 (2556C)
FairOver: RED BRANCH CREEK
11.3 MI N SH 7, Garvin, OK
Built 1983 Load: 21.8 t ADT: 100
2514C
FairOver: CREEK
2 MI S 1.1 W ERIN, Garvin, OK
Built 1984 Load: 21.8 t ADT: 100
N3320
FairOver: CREEK
7.5 E 1.1 S PAULS VALLEY, Garvin, OK
Built 1984 Load: 21.8 t ADT: 100
N3210
FairOver: CREEK
.9 S 2. W OF HOOVER, Garvin, OK
Built 1985 Load: 21.8 t ADT: 200
N3340
FairOver: CREEK
9.5 E 2.1 S PAULS VALLEY, Garvin, OK
Built 1987 Load: 21.8 t ADT: 100
2512C
FairOver: CAVEL CREEK
1.7 S .7 E OF LINDSAY, Garvin, OK
Built 1989 Load: 21.8 t ADT: 100
2548C
FairOver: CREEK
1.5 MI S WALLVILLE, Garvin, OK
Built 1991 Load: 21.8 t ADT: 100
E1640
FairOver: CREEK
1.0 MI E OF WYNNEWOOD, Garvin, OK
Built 2003 Load: 21.8 t ADT: 100
N3393 (HYDEN)
FairOver: SPRING BROOK CREEK
.3 S .3 E OF US 177 & 19, Garvin, OK
Built 1994 Load: 21.8 t ADT: 100
FAS 2540C
FairOver: CREEK
2.8 MI E OF SH 29, Garvin, OK
Built 1996 Load: 21.8 t ADT: 150
E1260
FairOver: WEST FORK CREEK
10S .9W JCT US81 SH152, Grady, OK
Built 1921 Load: 21.8 t ADT: 100
E1490
FairOver: LITTLE RUSH CREEK
6.S US 277 4.5W US 81, Grady, OK
Built 1992 Load: 21.8 t ADT: 100
N2850
FairOver: CREEK
.3 S .2 E OF POCASSET, Grady, OK
Built 1930 Load: 21.8 t ADT: 50
N2910
FairOver: CREEK
.7 E .2 S OF TABLER, Grady, OK
Built 1936 Load: 21.8 t ADT: 100
2616C
FairOver: CREEK
0.3 MI E OF N2810, Grady, OK
Built 1937 Load: 21.8 t ADT: 314
E1430
FairOver: CREEK
1.3N 1.S JCT US81 US277, Grady, OK
Built 1940 Load: 21.8 t ADT: 100
E1560
FairOver: CREEK
3.8E 2.S JCT US81 SH17, Grady, OK
Built 1941 Load: 21.8 t ADT: 100
E1370 (OLD S.H. 92
FairOver: CREEK
1.9W OF U.S. 81, Grady, OK
Built 1947 Load: 21.8 t ADT: 7,810
2678C
FairOver: CREEK
3.7 E 2.4 S OF TABLER, Grady, OK
Built 1949 Load: 21.8 t ADT: 614
2604C
FairOver: JACK HOLLOW CREEK
.5 N 4.2 W OF POCASSET, Grady, OK
Built 1950 Load: 21.8 t ADT: 330
2652C
FairOver: CREEK
0.2 MI N OF ACME, Grady, OK
Built 1960 Load: 21.8 t ADT: 180
OLD S.H. 92
FairOver: CONGO CREEK
0.2 MI W US81, Grady, OK
Built 1960 Load: 21.8 t ADT: 15,300
2678C
FairOver: CREEK
8.7MI N ALEX, Grady, OK
Built 1962 Load: 21.8 t ADT: 614
2648C
FairOver: TONY HOLLOW CREEK
5S OF US62;8W US81, Grady, OK
Built 1966 Load: 21.8 t ADT: 718
2648C
FairOver: CREEK
.6N OF US 277&7W OF US 81, Grady, OK
Built 1966 Load: 21.8 t ADT: 944
2648C
FairOver: ROCK HOLLOW CREEK
2.2S OF US62;6.3W OF US81, Grady, OK
Built 1970 Load: 21.8 t ADT: 718
2604C
FairOver: IONINE CREEK
9.6 MI N E VERDEN, Grady, OK
Built 1972 Load: 21.8 t ADT: 332
2616C
FairOver: TONY HOLLOW CREEK
1.7MI E RT 2617, Grady, OK
Built 1980 Load: 21.8 t ADT: 314
2690C
FairOver: CREEK
4 S 3.7 MI E DUTTON, Grady, OK
Built 1983 Load: 21.8 t ADT: 180
E1200
FairOver: WORLEY CREEK
4.E 1.S OF JCT SH37 SH92, Grady, OK
Built 1983 Load: 21.8 t ADT: 100
Showing 5,401-5,450 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 |