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
E1640
Structurally DeficientOver: CREEK
1. N 6.3 W OF I-44 US62, Comanche, OK
Built 1993 Load: 22.5 t ADT: 100
N2460
Structurally DeficientOver: CREEK
8. W .9 S OF US 281-SH5A, Cotton, OK
Built 1940 Load: 22.5 t ADT: 100
E1880
Structurally DeficientOver: CREEK
1. N 8.8 W OF US 281-SH5A, Cotton, OK
Built 1940 Load: 22.5 t ADT: 100
E0400
Structurally DeficientOver: CREEK
AT US 81 & BRECKINRIDGE, Garfield, OK
Built 1959 Load: 22.5 t ADT: 1,200
E0420 (CHESTNUT ST
Structurally DeficientOver: CREEK
0.1 MI E OF OAKWOOD, Garfield, OK
Built 1984 Load: 22.5 t ADT: 4,800
E2020
Structurally DeficientOver: N. MUD CREEK
1.3W OF SH89, Jefferson, OK
Built 1939 Load: 22.5 t ADT: 90
E1930
Structurally DeficientOver: BEAVER CREEK
1.0 MI S OF SH 5, Jefferson, OK
Built 1939 Load: 22.5 t ADT: 50
E1470
Structurally DeficientOver: CREEK
3S .6W OF STEALY, McClain, OK
Built 1988 Load: 22.5 t ADT: 100
N3550
Structurally DeficientOver: TRIB TO LAGOON CREEK
.7S .3E 3.1S OF MARAMEC, Pawnee, OK
Built 1993 Load: 22.5 t ADT: 50
145TH ST (E0735)
Structurally DeficientOver: CORDUROY CREEK
WESTERN RD & 145TH .3E, Payne, OK
Built 1948 Load: 22.5 t ADT: 280
COYLE RD (N3240)
Structurally DeficientOver: CREEK
COYLE RD & 19TH ST .4S, Payne, OK
Built 1950 Load: 22.5 t ADT: 629
SANGRE RD.
Structurally DeficientOver: CREEK
3W .9S OF US177/SH51, Payne, OK
Built 1984 Load: 22.5 t ADT: 500
E1770
Structurally DeficientOver: CREEK
9.1W US 81 6.N SH 53, Stephens, OK
Built 1997 Load: 22.5 t ADT: 224
N4120
Structurally DeficientOver: SALT CREEK
.8S ROGERS CL, Wagoner, OK
Built 1985 Load: 22.7 t ADT: 480
E0600
Structurally DeficientOver: SPUNKY CREEK
0.4E TUL CL; 1.0S ROG CL, Wagoner, OK
Built 1989 Load: 22.7 t ADT: 300
E0030
Structurally DeficientOver: CREEK
18.9N 1.8E OF AVARD, Woods, OK
Built 1949 Load: 22.7 t ADT: 75
0804C
Structurally DeficientOver: CREEK
10.3 MI W US 281, Caddo, OK
Built 1930 Load: 22.9 t ADT: 560
0813C
Structurally DeficientOver: STINKING CREEK
3. E 1.4 S SPRING CREE, Caddo, OK
Built 1998 Load: 23.0 t ADT: 126
N3840
Structurally DeficientOver: PENNEL CREEK
2.5 MI NE OF TALLANT, Osage, OK
Built 1928 Load: 23.3 t ADT: 100
N4420
Structurally DeficientOver: CREEK
0.4 N OF STRANG, Mayes, OK
Built 1948 Load: 23.4 t ADT: 600
IRR 5732C
Structurally DeficientOver: CREEK
1.7S OF FORAKER, Osage, OK
Built 1930 Load: 23.5 t ADT: 24
E0360
Structurally DeficientOver: TURKEY CREEK TRIB.
3S .3E OF GOLTRY, Alfalfa, OK
Built 1938 Load: 23.6 t ADT: 100
N2460
Structurally DeficientOver: PERSIMMON CREEK
10.4 W 4.8 S OF I-44, Comanche, OK
Built 1990 Load: 23.6 t ADT: 100
E0360
Structurally DeficientOver: RED ROCK CREEK
1.3W 4.N OF BRECKINRIDGE, Garfield, OK
Built 1958 Load: 23.6 t ADT: 25
5786C
Structurally DeficientOver: BLACK DOG CREEK
8 MI. SW OF HOMINY, Osage, OK
Built 1939 Load: 23.6 t ADT: 195
1856C
Structurally DeficientOver: JONES CREEK
6.0 MI S OF BLUE JACKET, Craig, OK
Built 1964 Load: 23.7 t ADT: 100
N3990
Structurally DeficientOver: CREEK
SHERIDAN .9 S. 166 ST N, Tulsa, OK
Built 1940 Load: 24.5 t ADT: 100
E0736
Structurally DeficientOver: COWETA CREEK
0.5W COWETA ON E. 146 ST., Wagoner, OK
Built 1990 Load: 24.6 t ADT: 250
E0870
Structurally DeficientOver: CREEK
5.5S .4E OF BRISTOW, Creek, OK
Built 1938 Load: 24.7 t ADT: 100
E0850
Structurally DeficientOver: CREEK
3.5S .3E OF BRISTOW, Creek, OK
Built 1930 Load: 24.9 t ADT: 200
E0640
Structurally DeficientOver: SAND CREEK
.7E OF SILVER CITY, Creek, OK
Built 1935 Load: 24.9 t ADT: 175
IRR 5708C
Structurally DeficientOver: CREEK
1.6S;1.5W OF SHIDLER, Osage, OK
Built 1939 Load: 25.1 t ADT: 140
1526C
Structurally DeficientOver: GOOSE CREEK
4.0 MI E 2.2 SE JESSIE, Coal, OK
Built 1946 Load: 25.4 t ADT: 100
U.S. 70
Structurally DeficientOver: CACHE CREEK
12.5 E BAILEY T. P, Cotton, OK
Built 1955 Load: 25.4 t ADT: 930
5776C
Structurally DeficientOver: CREEK
.2 N .2 W OF WYNONA, Osage, OK
Built 1960 Load: 25.6 t ADT: 300
S.H. 10
Structurally DeficientOver: CREEK
7.6 MI N DELAWARE CO, Ottawa, OK
Built 1944 Load: 25.7 t ADT: 3,800
SPWY BR OK SH100
Structurally DeficientOver: TENKILLER LAKE ON IL. R.
8 MI NE OF GORE, Sequoyah, OK
Built 1953 Load: 25.9 t ADT: 90
N3310
Structurally DeficientOver: CREEK
2.5 MI S OF SH 153, Love, OK
Built 1986 Load: 26.2 t ADT: 100
E0730
Structurally DeficientOver: CREEK
1.7S 10.8E OF DOVER, Kingfisher, OK
Built 1945 Load: 26.3 t ADT: 250
D3785
Structurally DeficientOver: CREEK
5N PAWHUSKA .5 E OF HWY99, Osage, OK
Built 1930 Load: 26.8 t ADT: 40
92ND ST (E0690)
Structurally DeficientOver: CREEK
92NDST & MERIDIAN RD .3E, Payne, OK
Built 1940 Load: 26.9 t ADT: 25
S.H. 20
Structurally DeficientOver: BUG CREEK
11.7 MI. E. JCT. SH18, Osage, OK
Built 1954 Load: 27.2 t ADT: 820
E1130
Structurally DeficientOver: CREEK
2.N 5.E BEARDEN, Okfuskee, OK
Built 1959 Load: 28.1 t ADT: 100
0804C
Structurally DeficientOver: CREEK
4.3W OF US 281, Caddo, OK
Built 1930 Load: 28.9 t ADT: 178
E0550
Structurally DeficientOver: CREEK
1.6N 3.8E OF BISON, Garfield, OK
Built 1930 Load: 29.0 t ADT: 24
N4610
Structurally DeficientOver: CREEK
3.5N OF JAY, Delaware, OK
Built 1952 Load: 29.1 t ADT: 24
0804C
Structurally DeficientOver: CREEK
9.4 MI W US 281, Caddo, OK
Built 1930 Load: 29.6 t ADT: 560
KENOSHA ST.
Structurally DeficientOver: FLORAL HAVEN CREEK
KENOSHA STREET, Tulsa, OK
Built 1999 Load: 29.9 t ADT: 23,380
E2170
Structurally DeficientOver: CREEK
2. S 2.3 E OF TERRIAL, Jefferson, OK
Built 1993 Load: 30.1 t ADT: 50
E1680 (BISHOP RD)
Structurally DeficientOver: CREEK
1S 6.4W OF JCT SH7/SH65, Comanche, OK
Built 1983 Load: 30.8 t ADT: 100
Showing 22,601-22,650 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 |