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
D3910
FairOver: COON CREEK
10E OF HWY99;.9N OF HWY10, Osage, OK
Built 1940 Load: 13.8 t ADT: 64
6906C
FairOver: LITTLE BEAVER CREEK
3.9 MI W S EDGE MARLOW, Stephens, OK
Built 1950 Load: 13.8 t ADT: 328
6912C
FairOver: ROCK CREEK
5.0 MI S SH 7, Stephens, OK
Built 1962 Load: 13.8 t ADT: 71
E0590
FairOver: BRUSHY CREEK
1.7S & 1.7W OF CHOUTEAU, Mayes, OK
Built 1960 Load: 13.9 t ADT: 360
N3790
FairOver: BIRD CREEK
.5N OF NELAGONEY, Osage, OK
Built 1930 Load: 13.9 t ADT: 50
7420C MAJOR
FairOver: CREEK
2W 4.3S OF US 75, Washington, OK
Built 1920 Load: 13.9 t ADT: 1,245
D0865
FairOver: TURKEY CREEK
.8E .5S .5E OF SLICK, Creek, OK
Built 1930 Load: 14.0 t ADT: 100
N3740
FairOver: ROCK CREEK
.5S 2.2E .5S OF BRISTOW, Creek, OK
Built 1960 Load: 14.1 t ADT: 100
D1605
FairOver: CREEK
1.6 E .4 S OF PURDY, Garvin, OK
Built 1998 Load: 14.1 t ADT: 75
E SILVER CITY RDG
FairOver: BITTER CREEK
1.2W; 2.0N JCT SH-4/SH-37, Grady, OK
Built 1993 Load: 14.1 t ADT: 75
SE 15TH ST.
FairOver: N. CANADIAN RIVER
0.5E OF ROBINSON/SE15, Oklahoma, OK
Built 1999 Load: 14.1 t ADT: 6,257
IRR N4580
FairOver: LINK CREEK
.6E OF FAIRLAND, Ottawa, OK
Built 1940 Load: 14.1 t ADT: 100
N2580
FairOver: CREEK
2. W .7 S OF SH 19, Caddo, OK
Built 1938 Load: 14.2 t ADT: 50
E1090
FairOver: CREEK
6.5S 4.2E 270; I40, Canadian, OK
Built 1946 Load: 14.2 t ADT: 100
IRR 1688C
FairOver: CREEK
6.2N&3.1E OF JCT SH65&17, Comanche, OK
Built 1940 Load: 14.2 t ADT: 100
N4723
FairOver: CREEK
1.4 S .6 W OF MULDROW, Sequoyah, OK
Built 1939 Load: 14.2 t ADT: 100
E1240
FairOver: CREEK
2.5S 0.5E OF KEOTA, Haskell, OK
Built 1938 Load: 14.3 t ADT: 40
5166C
FairOver: S FORK OF DIRTY CREEK
.2S;6E OF WARNER, Muskogee, OK
Built 1935 Load: 14.3 t ADT: 300
N4136 (S. MAPLE)
FairOver: SEWER CREEK
348 S MAPLE, Nowata, OK
Built 1938 Load: 14.3 t ADT: 401
E0850
FairOver: CREEK
3.0 N; 1.4 W BEGGS, Okmulgee, OK
Built 1938 Load: 14.3 t ADT: 100
FAS 5628
FairOver: CREEK
0.9 W US75, Okmulgee, OK
Built 1940 Load: 14.3 t ADT: 450
E0980
FairOver: CREEK
1.0 S; 2.9 E MORRIS, Okmulgee, OK
Built 2000 Load: 14.3 t ADT: 100
5720C
FairOver: DOGA CREEK
7N.W. OF RALSTON, Osage, OK
Built 1940 Load: 14.3 t ADT: 192
E0740
FairOver: COWETA CREEK
0.25W SH 72; 0.5S COWETA, Wagoner, OK
Built 1987 Load: 14.3 t ADT: 250
E WAGNER RD
FairOver: CREEK
0.1E OF SH 4, Canadian, OK
Built 1979 Load: 14.4 t ADT: 400
N2640
FairOver: CREEK
2.2S I40; METHODIST RD, Canadian, OK
Built 1987 Load: 14.4 t ADT: 300
E0655
FairOver: KIRK & SAWMILL HOLLOW CR
0.7 S & 1.6 E OF SCRAPER, Cherokee, OK
Built 1995 Load: 14.4 t ADT: 50
1824C
FairOver: CREEK
4.SE OF VINITA, Craig, OK
Built 1937 Load: 14.4 t ADT: 100
E2060
FairOver: CREEK
4.3W OF US81, Jefferson, OK
Built 1945 Load: 14.4 t ADT: 50
N3015
FairOver: DIBBLE CREEK
.2N OF DIBBLE, McClain, OK
Built 1940 Load: 14.4 t ADT: 100
E1010
FairOver: CREEK
.3S;7W OF COUNCIL HILL, McIntosh, OK
Built 1938 Load: 14.4 t ADT: 100
E0850
FairOver: CREEK
1.7 E CREEK C/L, Okmulgee, OK
Built 1938 Load: 14.4 t ADT: 100
OSAGEHILLS PARK RD
FairOver: CREEK
1.3 MI S US 60, Osage, OK
Built 1933 Load: 14.4 t ADT: 200
N4740 (0134C)
FairOver: SHELL BRANCH CREEK
.8E 2S OF US 59, Adair, OK
Built 1936 Load: 14.5 t ADT: 413
E0300 (FAS 0212)
FairOver: EAST CLAY CREEK
3N .7W OF SH45/SH8, Alfalfa, OK
Built 1932 Load: 14.5 t ADT: 25
N2550
FairOver: CREEK
6W .1N OF CHEROKEE, Alfalfa, OK
Built 1939 Load: 14.5 t ADT: 50
E0090
FairOver: STINK CREEK
MI WEST OF SH-58, Alfalfa, OK
Built 1990 Load: 14.5 t ADT: 100
E1400
FairOver: CREEK
5. N .2 W OF SH 19, Caddo, OK
Built 1939 Load: 14.5 t ADT: 50
E1010
FairOver: CREEK
3.3 S 4.7 W OF CALUMET, Canadian, OK
Built 1986 Load: 14.5 t ADT: 100
1032C
FairOver: CREEK
1N & 3.3W JCT I35 & SH77S, Carter, OK
Built 1940 Load: 14.5 t ADT: 110
N4510
FairOver: CREEK
.2 N SH51 ON STICKROSS RD, Cherokee, OK
Built 1938 Load: 14.5 t ADT: 350
E0802
FairOver: BOBTAIL CREEK
3.7S 3.5W OF TAHLEQUAH, Cherokee, OK
Built 1998 Load: 14.5 t ADT: 100
1536C
FairOver: CREEK
3.2 N & 2 W OF CAIRO, Coal, OK
Built 1997 Load: 14.5 t ADT: 100
N2460
FairOver: SPRING CREEK
10.3 W 4.2 S OF I-44, Comanche, OK
Built 1988 Load: 14.5 t ADT: 100
E0810
FairOver: CREEK
.1NW .5W OF SH16/I-44, Creek, OK
Built 1938 Load: 14.5 t ADT: 100
E1040
FairOver: CREEK
1. S 1.9 W WEATHERFORD, Custer, OK
Built 1930 Load: 14.5 t ADT: 50
N3100
FairOver: CREEK
7.7N 6.E OF SH15/US64, Garfield, OK
Built 1979 Load: 14.5 t ADT: 24
E0500
FairOver: OTTER CREEK
1S 2.7W OF COVINGTON, Garfield, OK
Built 1997 Load: 14.5 t ADT: 25
E1450
FairOver: CREEK
5.5S 9.4E JCT US 81SH 19, Grady, OK
Built 1925 Load: 14.5 t ADT: 100
E1180
FairOver: CREEK
5.W 2.S JCT US81 SH152, Grady, OK
Built 1942 Load: 14.5 t ADT: 100
Showing 2,651-2,700 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 |