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
AIRPORT RD.
Structurally DeficientOver: JACKSON CREEK
1.3 W; 1.7 S TALIHINA, Latimer, OK
Built 1994 Load: 19.1 t ADT: 50
N4355 RD
Structurally DeficientOver: CREEK
2.0 E; 1.5 S YANUSH, Latimer, OK
Built 1996 Load: 19.1 t ADT: 24
3922C
Structurally DeficientOver: CREEK
9.0 W; 1.5 S YANUSH, Latimer, OK
Built 1981 Load: 19.1 t ADT: 100
FAS 4018
Structurally DeficientOver: CEDAR CREEK
6.0 S; 0.4 W SUMMERFIELD, Le Flore, OK
Built 1963 Load: 19.1 t ADT: 150
FAS 4018
Structurally DeficientOver: CREEK
6.0 S; 1.0 W SUMMERFIELD, Le Flore, OK
Built 1963 Load: 19.1 t ADT: 150
INDUSTRIAL BLVD.
Structurally DeficientOver: CREEK
0.2 MI S OLD SH 112, Le Flore, OK
Built 1967 Load: 19.1 t ADT: 1,000
FAS 4018
Structurally DeficientOver: CREEK
7.0 S; 2.7 E SUMMERFIELD, Le Flore, OK
Built 1973 Load: 19.1 t ADT: 150
4054C
Structurally DeficientOver: BUCK CREEK
1.0 E; 0.7 S BOKOSHE, Le Flore, OK
Built 1983 Load: 19.1 t ADT: 100
E0990
Structurally DeficientOver: CREEK
1.3 W OF ARLINGTON, Lincoln, OK
Built 1930 Load: 19.1 t ADT: 100
E0890
Structurally DeficientOver: CREEK
.4 N .8 W OF I-44 & SH 18, Lincoln, OK
Built 1970 Load: 19.1 t ADT: 100
E2030 SMILEY RD.
Structurally DeficientOver: CREEK
1.5 S 1.5 E OF MADILL, Marshall, OK
Built 1939 Load: 19.1 t ADT: 50
E2080
Structurally DeficientOver: HOLLY CREEK
2.0 S 4.0 W BROKEN BOW, McCurtain, OK
Built 1937 Load: 19.1 t ADT: 60
4588C
Structurally DeficientOver: COURTHOUSE CREEK
4.0 N 2.7 E GARVIN, McCurtain, OK
Built 1938 Load: 19.1 t ADT: 400
E2070
Structurally DeficientOver: WHEELOCK CREEK
1.5N 1.8E OF MILLERTON, McCurtain, OK
Built 1938 Load: 19.1 t ADT: 100
4528C
Structurally DeficientOver: GARLAND CREEK
4.2 S 0.5 W VALLIANT, McCurtain, OK
Built 1938 Load: 19.1 t ADT: 100
4517C
Structurally DeficientOver: FRANKLIN CREEK
4.7 E WRIGHT CITY, McCurtain, OK
Built 1938 Load: 19.1 t ADT: 100
4574C
Structurally DeficientOver: CREEK
2.6 S HAWORTH, McCurtain, OK
Built 1941 Load: 19.1 t ADT: 250
4582C
Structurally DeficientOver: CREEK
0.2 S TOM, McCurtain, OK
Built 1946 Load: 19.1 t ADT: 100
4530C
Structurally DeficientOver: CREEK
2.0 N; 2.5 E GARVIN, McCurtain, OK
Built 1961 Load: 19.1 t ADT: 100
4574C
Structurally DeficientOver: PUSH CREEK
5.0 E; 1.0 S HARRIS, McCurtain, OK
Built 1961 Load: 19.1 t ADT: 100
IRR 4554C
Structurally DeficientOver: WINSHIP BRANCH
1.4 S; 1.0 W BATTIEST, McCurtain, OK
Built 1968 Load: 19.1 t ADT: 100
4527C
Structurally DeficientOver: GARLAND CREEK
1.2 S VALLIANT, McCurtain, OK
Built 1972 Load: 19.1 t ADT: 100
4576C
Structurally DeficientOver: CREEK
6.0 E; 0.7 N BROKEN BOW, McCurtain, OK
Built 1993 Load: 19.1 t ADT: 250
E1050
Structurally DeficientOver: CREEK
.2 S 1.3 E BOLEY, Okfuskee, OK
Built 1928 Load: 19.1 t ADT: 100
5408C
Structurally DeficientOver: CREEK
1. S 5.0 W MASON, Okfuskee, OK
Built 1937 Load: 19.1 t ADT: 75
E1050
Structurally DeficientOver: CREEK
.2 S & .2 W BOLEY, Okfuskee, OK
Built 1938 Load: 19.1 t ADT: 100
RENO AVE.(E1070)
Structurally DeficientOver: CHOCTAW CREEK
.5E OF WESTMINSTER RD., Oklahoma, OK
Built 1938 Load: 19.1 t ADT: 4,408
SE 29TH ST(E1090)
Structurally DeficientOver: KUHLMAN CREEK
.4E SOONER RD, Oklahoma, OK
Built 1954 Load: 19.1 t ADT: 21,300
E1380
Structurally DeficientOver: CREEK
.9N&2.9W OF SACRED HEART, Pottawatomie, OK
Built 1939 Load: 19.1 t ADT: 100
6316C
Structurally DeficientOver: CREEK
1S & .8E OF BETHEL ACRES, Pottawatomie, OK
Built 1941 Load: 19.1 t ADT: 5,000
6306C
Structurally DeficientOver: CREEK
4.5 W OF CENTERVIEW, Pottawatomie, OK
Built 1955 Load: 19.1 t ADT: 880
6306C
Structurally DeficientOver: SHAN CREEK
.4 W OF CENTER VIEW, Pottawatomie, OK
Built 1955 Load: 19.1 t ADT: 880
N3360
Structurally DeficientOver: CREEK
.8 S & 1.5 E OF DALE, Pottawatomie, OK
Built 1962 Load: 19.1 t ADT: 100
6304C
Structurally DeficientOver: STOMP DANCE CREEK
2 N & 1.1 E OF JOHNSON, Pottawatomie, OK
Built 1975 Load: 19.1 t ADT: 1,030
6368C
Structurally DeficientOver: BRUNO CREEK
1.8 N OF SACRED HEART, Pottawatomie, OK
Built 1981 Load: 19.1 t ADT: 590
IRR FAS 6416
Structurally DeficientOver: CREEK
2.7 W .5 S OF PICKENS, Pushmataha, OK
Built 1940 Load: 19.1 t ADT: 100
E1425
Structurally DeficientOver: CREEK
.1E OF SASAKWA, Seminole, OK
Built 1940 Load: 19.1 t ADT: 250
N2370
Structurally DeficientOver: CREEK
5.2N 1.2E OF LOVELAND, Tillman, OK
Built 1940 Load: 19.1 t ADT: 30
N3905 (57TH W)
Structurally DeficientOver: BERRYHILL CREEK
57TH WEST AVE .8MI S 21ST, Tulsa, OK
Built 1972 Load: 19.1 t ADT: 1,724
N2070
Structurally DeficientOver: CREEK
7.W 1.6S OF BURNS FLAT, Washita, OK
Built 1926 Load: 19.1 t ADT: 25
N4460
Structurally DeficientOver: CROW CREEK
2SE OF BLUEJACKET, Craig, OK
Built 1938 Load: 19.2 t ADT: 100
N4100
Structurally DeficientOver: OPOSSUM CREEK
3.0 MI W OF 169, Nowata, OK
Built 1930 Load: 19.2 t ADT: 24
SW 119TH ST.
Structurally DeficientOver: CREEK
0.5 MI E OF MAY AVE, Cleveland, OK
Built 1979 Load: 19.5 t ADT: 10,900
SW 119TH ST.
Structurally DeficientOver: CREEK
0.6 MI E OF MAY AVE, Cleveland, OK
Built 1979 Load: 19.5 t ADT: 10,315
REEVES PL
Structurally DeficientOver: CREEK
1.4E; 0.4S JCT SH-4/SH-37, Grady, OK
Built 1985 Load: 19.5 t ADT: 100
N3100 (EASTERN)
Structurally DeficientOver: HARRISON CREEK
.4S OF NE 136TH, Oklahoma, OK
Built 1940 Load: 19.5 t ADT: 4,800
E1070 (RENO AVE.)
Structurally DeficientOver: CREEK
.9E OF PEEBLY ROAD, Oklahoma, OK
Built 1940 Load: 19.5 t ADT: 2,000
SE 29TH ST.
Structurally DeficientOver: CROOKED OAK CREEK
0.1 MI E OF EASTERN AVE, Oklahoma, OK
Built 1942 Load: 19.5 t ADT: 10,400
E1110 (SE 59)
Structurally DeficientOver: CREEK
.9E OF CHOCTAW RD, Oklahoma, OK
Built 1950 Load: 19.5 t ADT: 3,700
E1095 (SW 36)
Structurally DeficientOver: CROOKED OAK CREEK
.1 W OF EASTERN, Oklahoma, OK
Built 1950 Load: 19.5 t ADT: 6,350
Showing 22,501-22,550 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 |