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
N3280
FairOver: CREEK
5E 2.2S OF MERIDIAN, Logan, OK
Built 2002 Load: 10.9 t ADT: 24
E0570
FairOver: CREEK
2.5E 4.S .7E OF AMES, Major, OK
Built 1980 Load: 10.9 t ADT: 25
5106C/ E0850
FairOver: PECAN CREEK
1N; 2.6W OF US 69& 62, Muskogee, OK
Built 1946 Load: 10.9 t ADT: 600
5434C
FairOver: CREEK
.8 W .1 S WELEETKA, Okfuskee, OK
Built 1938 Load: 10.9 t ADT: 185
D0185
FairOver: SALT CREEK
2S 0.6E OF SHIDLER, Osage, OK
Built 1924 Load: 10.9 t ADT: 70
6810C
FairOver: LITTLE VIAN CREEK
0.4 MI S OF I-40, Sequoyah, OK
Built 1960 Load: 10.9 t ADT: 500
E1740
FairOver: CREEK
2.E 1.S OF MANITOU, Tillman, OK
Built 1940 Load: 10.9 t ADT: 30
E0490(106TH.ST.N)
FairOver: CREEK
1O6 ST N .8MI E. MEMORIAL, Tulsa, OK
Built 1940 Load: 10.9 t ADT: 100
FAU 8440(E 46 TH N
FairOver: VALLEY VIEW CREEK
800 E 46 ST. N, Tulsa, OK
Built 1978 Load: 10.9 t ADT: 9,100
E0559 E CHOCTAW
FairOver: COAL CREEK
.2W OF PAWNEE DR, Tulsa, OK
Built 1950 Load: 10.9 t ADT: 100
E0112
FairOver: TURKEY CREEK
3.8N .9E OF CORA, Woods, OK
Built 1980 Load: 10.9 t ADT: 24
E0090
FairOver: DAY CREEK
2.3N 1.5E US64/SH34, Woods, OK
Built 1982 Load: 10.9 t ADT: 24
D0050
FairOver: ANDERSON CREEK
6.1N 3W OF SH34/US64, Woods, OK
Built 1985 Load: 10.9 t ADT: 24
E1530
FairOver: CREEK
6.2E 1S OF ERIN SPRINGS, Garvin, OK
Built 2001 Load: 11.0 t ADT: 100
E0300
FairOver: PLUMB CREEK
0.05 MI E OF SH 28, Rogers, OK
Built 1936 Load: 11.0 t ADT: 100
E1050
FairOver: CREEK
2.5S;1.9W U.S.270 / I-40, Canadian, OK
Built 1986 Load: 11.1 t ADT: 100
N2910
FairOver: CREEK
9. E 2.2 S OF OKARCHE, Canadian, OK
Built 1990 Load: 11.2 t ADT: 100
N3136
FairOver: CREEK
1. N; 0.4 W OF ANTIOCH, Garvin, OK
Built 1970 Load: 11.2 t ADT: 24
E1022
FairOver: CREEK
0.2 E 6.0 S US75 & US56, Okmulgee, OK
Built 1938 Load: 11.2 t ADT: 100
IRR E0020
FairOver: CREEK
6.2W OF US 69, Ottawa, OK
Built 1950 Load: 11.2 t ADT: 100
E0740 (151 ST)
FairOver: CREEK
.5E OF TUL CL ON 151 ST., Wagoner, OK
Built 2014 Load: 11.2 t ADT: 24
N4230
FairOver: CREEK
.8N 4E OF HWY 16&162, Muskogee, OK
Built 1938 Load: 11.3 t ADT: 100
PATRICK AVE.
FairOver: CREEK
0.2 MI S OF BRAGGS, Muskogee, OK
Built 1940 Load: 11.3 t ADT: 100
N4210
FairOver: PANTHER CREEK
9.5 MI SE OF US 60, Nowata, OK
Built 1950 Load: 11.3 t ADT: 100
N4240
FairOver: CREEK
0.8 MI S OF E0370, Rogers, OK
Built 1941 Load: 11.3 t ADT: 100
N4228
FairOver: CREEK
.3N .2E OF CREKOLA, Muskogee, OK
Built 1939 Load: 11.4 t ADT: 100
N4330
FairOver: CREEK
1.2 N 2.3 E OF KEEFETON, Muskogee, OK
Built 1965 Load: 11.4 t ADT: 100
N2802
FairOver: STAGE STAND CREEK
1.8W 3.8S US81/SH7, Stephens, OK
Built 2000 Load: 11.4 t ADT: 50
E0790
FairOver: EAST SPRING CREEK
4.8N 1.3W OF DEPEW, Creek, OK
Built 1950 Load: 11.6 t ADT: 100
E0690
FairOver: CREEK
3.5S 2.9E OF MULHALL, Logan, OK
Built 1952 Load: 11.6 t ADT: 100
E1030
FairOver: CREEK
3.4 W SCHULTER, Okmulgee, OK
Built 1940 Load: 11.6 t ADT: 100
FAS 5620
FairOver: CREEK
6.8 E US75, Okmulgee, OK
Built 1940 Load: 11.6 t ADT: 250
5646C
FairOver: CREEK
4.0 NE SH56, Okmulgee, OK
Built 1941 Load: 11.6 t ADT: 100
N4240
FairOver: CREEK
0.5 MI S OF E0360, Rogers, OK
Built 1940 Load: 11.6 t ADT: 100
N3040
FairOver: FOX BRANCH CREEK
2.6N OF US70, Jefferson, OK
Built 1996 Load: 11.7 t ADT: 50
N2590
FairOver: WEST CLAY CREEK
2E .1S OF SH45/SH8, Alfalfa, OK
Built 1995 Load: 11.8 t ADT: 100
E0230
FairOver: EAGLE CHIEF CREEK
6W OF LAMBERT, Alfalfa, OK
Built 1955 Load: 11.8 t ADT: 100
N2540
FairOver: CREEK
1W .9S OF CARMEN, Alfalfa, OK
Built 2001 Load: 11.8 t ADT: 100
N1980
FairOver: WEST ELK CREEK
2. W .4 N OF ELK CITY, Beckham, OK
Built 1973 Load: 11.8 t ADT: 300
E1070
FairOver: CREEK
5N 4.4E OF UNION CITY, Canadian, OK
Built 2011 Load: 11.8 t ADT: 100
N3070
FairOver: CREEK
5.3S 1W OF SH76/SH 7, Carter, OK
Built 1992 Load: 11.8 t ADT: 100
D0680
FairOver: CREEK
4.0 N OF LOST CITY, Cherokee, OK
Built 1995 Load: 11.8 t ADT: 50
1342C
FairOver: BEAVER RIVER
1.2N OF FELT, Cimarron, OK
Built 1960 Load: 11.8 t ADT: 100
E1740
FairOver: CREEK
7S&2.7W OF JCT SH7&SH65, Comanche, OK
Built 1960 Load: 11.8 t ADT: 50
N3680
FairOver: CREEK
.3S 2.7E .3N OF DEPEW, Creek, OK
Built 1935 Load: 11.8 t ADT: 207
N4622
FairOver: SPRING BRANCH CREEK
MAIN ST. 0.1 N.US59, Delaware, OK
Built 1930 Load: 11.8 t ADT: 450
E0420
FairOver: BLACK BEAR CREEK
.5N 6.2W OF SH74/US64, Garfield, OK
Built 1918 Load: 11.8 t ADT: 25
E0460
FairOver: CREEK
3.2N 2.8E OF DRUMMOND, Garfield, OK
Built 1930 Load: 11.8 t ADT: 100
E0410
FairOver: CREEK
2N 3.3E OF LAHOMA, Garfield, OK
Built 1957 Load: 11.8 t ADT: 100
E0340
FairOver: CREEK
1S 2.5E OF SH74/SH15, Garfield, OK
Built 1918 Load: 11.8 t ADT: 50
Showing 2,401-2,450 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 |