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
FAS 4018
FairOver: CREEK
6.8 N; 0.5 E LENOX, Le Flore, OK
Built 1973 Load: 19.1 t ADT: 150
E1220
FairOver: CREEK
1.8 W; 0.4 N SPIRO, Le Flore, OK
Built 1983 Load: 19.1 t ADT: 100
4015C
FairOver: WOLF CREEK
11.7 W SHADY POINT, Le Flore, OK
Built 1984 Load: 19.1 t ADT: 40
4036C
FairOver: LOVING CREEK
0.4 W LOVING, Le Flore, OK
Built 1987 Load: 19.1 t ADT: 150
4090C
FairOver: MCMURTREY CREEK
0.7 S; 1.4 E POTEAU, Le Flore, OK
Built 1993 Load: 19.1 t ADT: 400
4068C
FairOver: CREEK
2.8 S; 0.5 W CAMERON, Le Flore, OK
Built 1992 Load: 19.1 t ADT: 550
4018C
FairOver: OPOSSUM CREEK
7.8 W; 2.5 S SHADY POINT, Le Flore, OK
Built 1994 Load: 19.1 t ADT: 150
N4582
FairOver: WOLF CREEK
1.0 S MILTON, Le Flore, OK
Built 1995 Load: 19.1 t ADT: 60
N4625
FairOver: CREEK
1.0 SW BOKOSHE, Le Flore, OK
Built 1995 Load: 19.1 t ADT: 75
N4660
FairOver: CREEK
0.5 W; 0.7 N WISTER, Le Flore, OK
Built 1940 Load: 19.1 t ADT: 200
4012C
FairOver: CREEK
3E OF SPIRO, Le Flore, OK
Built 2014 Load: 19.1 t ADT: 100
4086C
FairOver: DOG CREEK
4.7W 8S OF BOKOSHE, Le Flore, OK
Built 2009 Load: 19.1 t ADT: 50
E1260
FairOver: CREEK
.5E OF BOKOSHE, Le Flore, OK
Built 2016 Load: 19.1 t ADT: 115
N4586
FairOver: WOLF CREEK
2S 4.2W OF BOKOSHE, Le Flore, OK
Built 2009 Load: 19.1 t ADT: 100
E1040
FairOver: CREEK
3 S 1.1 E OF WILZETTA, Lincoln, OK
Built 1924 Load: 19.1 t ADT: 100
IRR E0770
FairOver: TURKEY CREEK
4.1 W 1.S OF ELBA, Lincoln, OK
Built 1992 Load: 19.1 t ADT: 150
N3440
FairOver: CREEK
.6 S 1 E 2.8 S OF DUDLEY, Lincoln, OK
Built 1940 Load: 19.1 t ADT: 100
4124C
FairOver: CREEK
.1 N .4 W OF KEY WEST, Lincoln, OK
Built 1941 Load: 19.1 t ADT: 500
E0850
FairOver: LILLY CREEK
1.7N .8E OF I-44 & SH99, Lincoln, OK
Built 1942 Load: 19.1 t ADT: 100
4126C EW091
FairOver: WILD HORSE CREEK
.7S 5.5E OF DAVENPORT, Lincoln, OK
Built 1943 Load: 19.1 t ADT: 100
E0880
FairOver: EAGLE CREEK
9S .3W OF SH105 & US177, Lincoln, OK
Built 1992 Load: 19.1 t ADT: 100
4110C
FairOver: RANCH CREEK
3.2 MI E OF PARKLAND, Lincoln, OK
Built 1950 Load: 19.1 t ADT: 100
4102C
FairOver: SAND CREEK
1.N .3 W OF ELBA, Lincoln, OK
Built 1983 Load: 19.1 t ADT: 100
N3510
FairOver: FOUR MILE CREEK
1.4E .6N OF KENDRICK, Lincoln, OK
Built 1999 Load: 19.1 t ADT: 100
N3100 (BROADWAY)
FairOver: SPRING CREEK
3.5W 1N OF I-35/WATERLOO, Logan, OK
Built 1939 Load: 19.1 t ADT: 2,500
E0835
FairOver: CREEK
LIBERTY LAKE SPILLWAY, Logan, OK
Built 1940 Load: 19.1 t ADT: 100
E0840
FairOver: CREEK
5.7S .1E US77/SH33, Logan, OK
Built 1960 Load: 19.1 t ADT: 225
FAU 3551 (WALNUT)
FairOver: CREEK
.45 MI N S33, Logan, OK
Built 1965 Load: 19.1 t ADT: 500
FAU 3561 (PINE)
FairOver: BIRD CREEK
.2 MI N & 0.7 W I35&SH33, Logan, OK
Built 1976 Load: 19.1 t ADT: 300
N2510
FairOver: ELM CREEK
3W 2.8N OF FAIRVIEW, Major, OK
Built 1939 Load: 19.1 t ADT: 100
E0480
FairOver: EAST GRIEVER CREEK
2.5N .1E OF PHROSO, Major, OK
Built 1939 Load: 19.1 t ADT: 100
E0480
FairOver: BARNEY CREEK
3.5S 4.2W CHEYENNE VALLEY, Major, OK
Built 1939 Load: 19.1 t ADT: 100
N2530
FairOver: ELM CREEK
1W 4.8N OF FAIRVIEW, Major, OK
Built 1941 Load: 19.1 t ADT: 100
E0470
FairOver: ELM CREEK
4.5N 1.2W OF FAIRVIEW, Major, OK
Built 1941 Load: 19.1 t ADT: 100
N2730
FairOver: TURKEY CREEK
2.1E 4.7 N OF MENO, Major, OK
Built 1941 Load: 19.1 t ADT: 100
N2450
FairOver: CHEYENNE CREEK
.5S 1E .9S OF CHEY.VALLEY, Major, OK
Built 1995 Load: 19.1 t ADT: 60
E0490
FairOver: SAND CREEK
2.5N 7.1W OF FAIRVIEW, Major, OK
Built 1975 Load: 19.1 t ADT: 100
N2460
FairOver: CREEK
2.5N 7.5W 2.7N FAIRVIEW, Major, OK
Built 1976 Load: 19.1 t ADT: 100
E0480
FairOver: CHEYENNE CREEK
3.5S .4W OF CHEYENNEVALLY, Major, OK
Built 1976 Load: 19.1 t ADT: 100
E0530
FairOver: SAND CREEK
1.5S .7E OF FAIRVIEW, Major, OK
Built 1983 Load: 19.1 t ADT: 100
N2580
FairOver: CREEK
.4S 3.8W 1.5S OF ISABELLA, Major, OK
Built 1988 Load: 19.1 t ADT: 50
E0380
FairOver: MAIN CREEK TRIB.
3N 1.8E OF US281/412, Major, OK
Built 1988 Load: 19.1 t ADT: 50
E0470
FairOver: SKUNK CREEK
4.5N 2.5W OF FAIRVIEW, Major, OK
Built 1995 Load: 19.1 t ADT: 24
4808C
FairOver: CREEK
1.6 N ROBINSON CORNER, Marshall, OK
Built 1937 Load: 19.1 t ADT: 50
E0480
FairOver: CREEK
5.E & 1.N JCT US69 & SH20, Mayes, OK
Built 1938 Load: 19.1 t ADT: 50
IRR 4560C
FairOver: CREEK
3.99 N IDABEL, McCurtain, OK
Built 1923 Load: 19.1 t ADT: 1,000
IRR 4560C
FairOver: CREEK
3.6N OF IDABEL, McCurtain, OK
Built 1923 Load: 19.1 t ADT: 1,000
E2060
FairOver: CROOKED CREEK
4.0 E BROKEN BOW, McCurtain, OK
Built 1930 Load: 19.1 t ADT: 100
4502C
FairOver: MOUNTAIN FORK RIVER
.3S 3E OF BEACHTON, McCurtain, OK
Built 1930 Load: 19.1 t ADT: 50
4530C
FairOver: CREEK
2.0 N; 4.5 E GARVIN, McCurtain, OK
Built 1933 Load: 19.1 t ADT: 200
Showing 4,051-4,100 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 |